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HomeMy WebLinkAbout7610 Sail Clover Ln99 99 2260-3EEB-ELSTONI HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 CO DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RAM BuM= (� rm anmr `NO) -.'* LW AM SfA+ �p aW L1IMW a! `Y aM1� -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB IN. INTERIOR FINISH - Class B 'BASIC WIND SPEED -volt=lsa MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINECABINEf ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. MEFALTHBESHOLD CL CENTERLINE MTD MOUNTED CAB CABINET MTL METAL CLG, CEILING N.TS. NOT TO SCALE cLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY UNE CPT. CAREEF P.Q. PUSH BUTTON C.T. CERAMJC TIE PH PHONE D. DRYER PLT. PLATE DBL DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR, PAIR CIA, DIAMETER P.T. PRESSURETREATED DIM. DIMENSION R. RISER DRIP. DISPOSAL RAD RADIUS DP. DEEP R.A.G. RETURN AIR DRILL DR, DOOR REF. REFRIGERATOR D.S. DOWNSPOUR T M. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.0 SOIIDCOREEXFDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.li SINGLE HUNG EQ. EQUAL SH7. SHEET EXIT. EXHAUST SHSHEATHING Em EXTERIOR HWR. SHowFR TOFx. FDATDCLASS Ste,. SIMILAR F.G. FUELGAS SL SLIDING PER. FINISH SL GL SLIDING GLASS FIR. FLOOR STD STANDARD FLUOR. FLUORESCENT STD. SHEAR WAIL Frc°R FRENCHIJDOORFOOTTG TEMP.SECTION ASS GA, GAUGE THK THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB GTE. GROUND -FAULT CIRCUIT TOP. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H-B. HOSEBIB OTHERWISE H.C. HOLLOWCORF. V.P. VAPOR PROOF HDR. HEADIER W. WASHER HOT OR HE ..ITT W; WITH INT. INSULATION wD' WOOD INT. INTERIOR WDW WINDOW WQI WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION Ol/10IIT 2-STORY O"IJ CONVERSION ARCHITECTURAL SHEET DESCRIPTION OaAD 00 SET "= PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTIONS &DETAILS PG A2—SECOND FLOOR PLAN PG A3H—ELEVATIONS 'H' FRONT & REAR PG A4H—ELEVATIONS 'H' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG P1—PLUMBING PLANS PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS plJLIS 2011 FBC LIPDATE 02/M STONE ELEVATIONS ADDED o2/Sne CONSTRUCTION DOLV•EJTS ISBIIED 04116/18 FOOTMXREVISION PER M. EIOWS 05"IS INCORPORATE I -JOIST DETAILS 4 FRAMNG PLANS PER K SOYES 01" CONSTRUCTION DOCU•ENTS RE-IG&W n4fA8 BOLLARD DETAIL REVISED M/26/B DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SL2A 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 Al I SQ.". C=. S 0115/19 TRIM IDS ADDED TO FRAMINGHE SET O2!p,19 PLAN MAINTENANCE IS? FLR LIVING 90T Sa FT. 2ND FLR LWNG L953 Sa FT. TOTAL LIVING 2;60 SE FT. GARAf# 453 So. FT. ENTRY 64 80.FT. TOTAL 2J71 sa FT. SWOP PATIO 80 Sa FT. i Mk ALL p j E`5 FLORIDA IDa }MN F �/q�`�� i-P Y auii, r� a c G AL A� F LEFC,rpir. \ — }a' �� �� '� -� Hy? HILLS AUG O ��� DA-Fc O�� �� N s �?� ��o���„'"�' fl ?� d ' �. �„ dI .�� PY 04AVM REVISED LINTEL SIZE . ENTRY 0446/15 UPDATED LEDGER 50LT SIZE A SPACRG 06/g ADDED LED LWS • KITG#N : BATHROOMS PER MARK Bam 036M LEDGER BOLT SPACING REVISED *6115 ADDED 60D LAYOUT Ob LW REPLACE UOP C001ECTOM WITH SPPSON COOECTORS 03AD94O RENBED DUAL ON 94EET D2 OPT. V-C' CLG. NGT. 05101W REVISED STAIRCA9E AND STAIR SECTION DETAIL 06/21R0 PANTRY DOOR REVISED TO 2-6 OPT. V-0' CLG. NOT. amm 20MFBCUPDATE STRUCTURAL SHEET DESCRIPTION ®y/12/21 ADDED SOFFIT DETAILS PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.1B—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PPG G S22A—FIRST OR LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S31A—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S41A—DETAILS PG 54.2—SECOND FLOOR DOWEL PLAN PG SS.lAPG E SAFE OADRTAB BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG SNI —DETAILS PG SDI —SOFFIT DETAILS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER CI /�ON NA THE BUILDER ASSUMES ALL LUBIIJTY FOR /� INTERPRETATION OF THE CONTRACT DOCUMENTS. AN IF ANY ASPECT OF THE CONSTRUCTION (AS ORNANCC!6 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT RASED ON TIES DRAWING THE CORRECT PROCEDURE IS FOR THE BUILDER TOO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A THINLY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO PM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. # 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdesWigroup.com AA 11: 0003325 ✓d E! a a aT.JHDisv a LOT ABBOTT PARK LOT #1 BLK #14 PHASE:4C PROJECT# 04181.04C- 01141 MOD= 3EEB "2260-ELSTON" GARAGE BMWO: RIGHT PAGE: COVER SHEET 160 MPH E . 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 (20M) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 20M CHAPTER 3, SECTION R301.2.12. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIM 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 NTH 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 ARCHITECTIENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3M5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICK NESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MINI) SHEET STEEL i' MIN. RIGID ON -META WC CLASS ORCLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALLHAVE NO OPENINGS INTOTHE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALLBE SEPARATED FROMTHE 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 aNCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORLEIUNG ASSEMBLY, THE STRUCTURE SUPPORTINGTHE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. CJ INTEWORK 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 BACKF ILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 3'-O" 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 TERMITEIDES, 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' TREK 1. ALLWOODS 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: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP1 1-20%) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6& WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SC. PLIRR3EKi 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 1/2' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH N 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 P30052 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 CONEtlNSS 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 FNNNES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 10 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1Bb, ASTM-C 106319a & 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 - 19a AND R703.7. FNE RE131STANTCOIISTRlJCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSBLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R3027. EXTERIOR CEIILIM 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOW 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) . CONffrR ICTION OB11MATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERM 80"n 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) 4. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdestgngroup.com AA #: 0003325 g 0 o o a ap w aso summ Ac LOT'. ABBOTT PARK LOT #1 BLK. #14 PHASE: 4C PllOJECTtTt 04181.04C-01141 monva.• 3EEB "2260-ELSTON" GAP-403C aMxG: RIGHT PAGE: GENERAL NOTES 160 MPH EYP. C ND A AR N D"TM 10/28/21 SCALE: 1/4"=1'-O" HFIEET GN i• �• �i O G r• o �1 � II . r ;1 •' I:1 ifs � , i� p o — r• - p r r 00 0lllo a r• r• r, r, r• Io r; I - FIRST FLOOR PLAN SCALE: 1/4' - 1'-0' SQ.Fr. CAM'S ST FLR LIVIN3 90T Sa FT. 30 FLR LMNS 1,353 SQ. FT. TOTAL LIVING 2,260 SQ. FT. GARAGE 453 84. FT. ENTRY 64 SQ FT. TOTAL 2,111 SQ. FT. Sk10' PATIO 80 SQ. FT. w�tA�araslE� PUDanitECaloauels a93at 801w am No vxro m IBINIIt NO TIPE FWTM E MIN. WINDOW 10 S 3l/-50 CRITERIA EXTERIOR SWING IS 5 36/-41 DR MIN. CRITERIA SGD. HIR 41 5 34/-43 CRITERIA *010 O.HD. IQ 5 3V-35 12'x12' SOFFIT 1 5 9l3/-49.9 BASIC WOAD SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT - 3 0.18 BLDG. CAT.=II. EXP.=C. MEAN ROOF HT. = 22'-0' PRESSURES HAVE BEEN MODD'IED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. owwomoY0Y11 NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN `` f -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE U EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR& NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN tt*02.1m)GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Ylb.9em) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY 80MITS PROTECTED ON THE ENCLOSED 81DE WITH I/2 INCH GYP8U17 BOARDS. FBCR 2020 ('ITH ED.) 302.1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-7744078 w .abdesig„gmup.wm L AA #: 0003325 g Al a m o o 0 1 111mk SUDDIV. Az WTI ABBOTT PARK LOT #1 BLK #14 PHASE:4C PROJECT* 04181.04C-01141 UMIODEL• 3EEB "2260—ELSTON" GAIT:AGE SWEWO: RIGHT PAGE: FIRST FLOOR PLAN %160 MPH E C OJ DAM- 10/26/21 SCALE: 1/4"=1'-O" SPIEET Al C' DBL. TOP PLATE 0 in ABAR DETAIL SCALE:IR'.1'-0' 4Y HALF WALL YY C.4P n) 2xG IaEADER (2l LAYERS OF 3U4• PLYWOOD SEE FRAMNG FLAN n) LAYERS, OF 9/4. SUM FL FLOOR MATEIAM RIPS POR NAILN6 m FLdN PLASOLID SECURE TREADS TO STRIMER D)4• T46 SLUM FLOOR UW31S 3' SCRE M • EA [a13F"HlLJoNGo AI E eTRhCfNr R IF1i6ADED SIIAW R FASTENER TO EMEND BEYOND THK3000G 6049DULE POF 8US-LOOR SHEATHNG _ -9'-4 3/4' ZND F / R See FRAMING - - - FLOOMM erSTEn C / (SEE FLOOR FRAMING SHUT) / / I' MAX / 12) 2x* HEADER SEE FRATTNG FLAN ING / �0• / S AM WASPS TO CaHPOPI" TO FECR �4 / 11H EDITION f2O2O) 42' K 1)2 MIN. TREAD.10' MAX RRSER•1 3)4- U14LL W / SAW MAX VARIATION N STAIR DATA: AT NOERS/VR ADJACENT TO _ •,DA MAX t1 ANY PAN. RSERITREAD HANDRML WIRCULAR / 14 TREADS • CROSS SECTICN DIA TO ME 1 V4' «V4' / IV'. P NOONG OR PROYCE EGLAVALE4T J f0 4 m 3M' KICK FLUTE ] X 4 nE-NFORCN6 6RASPASI LRTY UU.DERS- MM V UNCE . NARROW END MN. 8' WDTH . W FROM U / • EA 2 X G STRNbER NARROW ETD 34' MN HANDRAIL WST. (L Q SECURE UWd •'-S' OL. 3-0x12 SYP STRNSER 8 '�EMIS"P RIMER U CONY. BEAD OF OFF / BEAD a STAIR SURFACE AND ANY SOFFITS_ Wft-M-. E SUM -BOOR AD PROTECTED / R'L•4470 ON SU'IILA(E • ILAPI WM4 MOARDS. FS CRFMGR 3W.1. EA NCISZONRrAL M m'-m' FIN. FLR. ATTA UV I MA AIL 2XSOIVRT NKAILS . 4 P.T. SLEEPER INTO SLAM UTHN S' OF EACH ETD. 32' OG. MAX STAIR SECTION B SCALE: V2'•I'-0' HANDRAIL • 36' IW 2X4 RE-W-M THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN i In' AS PER FBCR R311.1BZ NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 144 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16010.1 / F.B.G. 2020 HAND C RAIL SECTION SCALE: 3/4'.1' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .obdmlgngroupxom AA #: 0003325 � a gatd�� � sal1 avnDiv. a IA22 ABBOTT PARK LOT #1 BILK #14 PHASE: 4C Pnoj=T# 04181.04C-01 41 1[ODEL: 3EEB "2260—ELSTON" GA %AGZ STIM02 RIGHT PAGM- STAIR SECTIONS & DETAILS 160 MPH C �'tLr A No Dw10/26/21 SC.%=: 1/4'=1'-d s A1A 25-844J p SMM PAN o .. V-V CLC% ., STAIR DATA FAS 15 RISERS a 1.52' 14 TREADS a 10' �-42'1-1, WALP 111111, WALL W/CAP I LM "ir CLA o nun EGRESS EG�SS V.0. 25'-B' SECOND FLOOR PLAN SCALE: 1/4 . V-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w .abdesigngroupxom L AA #: 0003325 o U. OMT r-sulwiv. ac Lo .4 ABBOTT PARK LOT #1 BLK #14 PHASE: 4C 1pnonwT# MODZU 3EEB "2260-ELSTON" GAP-%02 81MCO: RIGHT PACE: SECOND FLOOR PLAN t,160 MPH EXP. 23'-11'BLD HSTIT SHINGLE ROOF 6' RAISED BAND (TYP.) E4 Il'-4. 2ND FLR. PYPON I5KTID(I1 OR EQUIVALENT SHINGLE ROOF 4' RAISED BAUD (TYP.) Lolimm Emil nmjml= I11 1' lip " � � -- Ili !�I Imo! �' ---a FRONT ELEVATION 12 9� OFF R1�7 I7-4' 2ND FLR. BAG. HST. 0. 4' RAISED BA110 4B I 8' RAISED BA FD I MA1ND SEo .0611 4' 2ND FLR B— cAr u II A II 9'-4 3/4' 2NDIO 3/4' 2ND FI _____—___—___ _ FM.F- 8'-0' IST FLR 8'-C' IST FLR BR's. HST. 0'-0' FIN. FLR oo ❑ ' Ng DE] m m II II II ,,0'-0' FIN. FLR REAR ELEVATION SCALE: V4 . I'-& TEXTURED FINISH REAOFATIIC = vg SO. Fr. NET FREE VENMATION AREA REI IIED 2/3W REOUREDVEANIIATION AREA = 142513m = 4.75 VMMATION ARFAASM INCHES PER FF. 114M = 684 SO. IN. NN_REWREDVETRAABON = sx M4 IN WPERPONIONOFATFIC - 342 S0. IN. OFF RIDGE VENDIARONARFA 115 5O. IN. PERVE4T 3V /115 AL#OF VENTS REWRED = 297M AL#OF VENTS PROVIDED 3 -MEAOF FTHE HOD, lffiTIE OVERHANG riE EXEIIORWALL, NO OVERHANGSINCLUDED) M' THICK 2 C04T CEM NT PLASTER APPLIED Dx4ECrLY TO MASOFRY--,,,, 4'x4' ixALV. 1'•TTPE FLASMM GETIN FRSERGL.ASS $HNdA.EB WA#DERLAYP64T e8 PER FBCR 2Xi SYP PT LEDGER V# 90SL. TROOP Si!ATMNG TFROOl88 V!'x8' THREADED ROD 92' AS F4R SHEET SNL SEQ#ED PER OC, 4 MTMN S' OF EACH FASTENER SCElDULE — END MAX SET N BMPSON S#'PSON LSU-M HIGM STRENGTH Ew4b" W MN EMBED. 111E 9YP RAF7ER8 OR ROOF SLOPE FER --- I ELEVATION MN TA!' OSB SFEATMNG 2X& GYP PT LEDGER RII VTY' THREAC ED ROD GlSSET TO DE SEIXi�D TO 32, OC. 4 wrrww •' OF 2XEr MB' . W/ ad NAILS lZACA1 END MAX SET N D' OC. • PERFlTER 1'-4' Sl1PSON MIC44 STRB4GTM 2 GRIMM Lllb-26 W/ !4) ISd1 2' _ 0' EM'OXY W MN B4BED. TO LEDGER AND (2) IOd'# TO 2.6 JOIST CHANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: 1/2- I'-®' VV.MrRED WOOD TM188ES • 24, OC. MMIT SHOP CMRASRm SEALED BY P107IME-86 NAL ENG4NEER FOR M:vlW ! AND COMMENTS PLYWIXID &MATHNG SEE STPMk:T RAL 2ND FLBR& MGT, A ( Eli EL v.) F— - — - ROCFNG AND FLASMNG ISM DMP— —� av A cHom EDGE PER M M MARRAMTEE REaIREMEM WRAP FASCIA WITH BIEEAK METAL MA#GNRr me MF' On lTwlcuw bQ,2x6 WOOD FASCIA SEE STRA:TUIRAL POR FASTENERS VENTED SOFFIT PER ATTIC CALC'S Vt' THICK 2 COAT C!'!NT PLASTER APPLIED D#iECTLY TO MASONRY RAISED TMM PER ELEVATIORIS 2ND FEW- YRDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: 1/2 - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FE. 32750 PH: 407-774.8078 FAX: 407-7744078 www.abde#Igngmup.Gwm AA #: 0003325 �� s2 14 w o 14 C E��p¢7lpi O OJ _ Ipi UDDIV. Ae LOT. BBOTT PARK LOT #1 BLK #14 PHASE: 4C toj=TTp 04181.04C-01141 HODSL' 3EEB "2260—ELSTON" OAMAGR BWtN*: RIGHT PAGM. FRONT & REAR ELEVATIONS 11 HIE 160 MPH EXP. 0? Dw10/26/21 SCJ&LM: 1 /4"=1' - 0" skim= A3H OFF Fa VENT TYP'. Il'-4"2ND FLR', ______ BRCa. FKsT. ,ill'-4' 21,10 FLR � BR's�4JGT. i U 20 4 I FRAME DOUN FOR FYF'CN eKT1Dcn oR 12 �5 EQUIVALENT 9'-4 3/4' 2ND I I 9'-4 3/4' 2ND FIN. FLR------�j-- ------------------------'------ - ------- - FIN. FLR. 8'-0' IST FLR, ,�8'-m' 1ST FLR B^_----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- --. BTFICs 0 I k, A IIEl 1:1 m'-m' FIN. FLR . I (--------------- ----------- --_-_ - m'-O' FIN. FLR LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISFI OFF RI� T \g - TYP. ZND FLR,_ 2NFL R BFd's. i4- T. BRra. HGT.D IF I II 9'-4-4 3/4' 2ND2ND I I ,�9'-4 3/4' 2ND FINFLRy ----- '---'-------- '—_-------------------------- -�----'_'- FIN. FLR ll'-m' IST FLR ,�8'-m' IST FLR BRCS. T. I II -° m'-m' FIN. FLR,_ II II FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-V TEXTURED FINM4 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w Abdeslgngrou'.com AA #: 0003325 4 pMilli J tiI I 011V9DIV. A: LOT: ABBOTT PARK LOT #1 BLK. #14 PHASE: 4C PROJECT/ 04181.04C-01141 MODEL 3EEB "2260-ELSTON" OARAOS awINO: RIGHT PAGE: LEFT & RIGHT ELEVATIONS „H1. 160 MPH EXP. LGU7 �" PRINT DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET Ilk A4H ELECTRICAL LEGEND sYMeoL DEFMIrtaN NOTES —e 12SI( OUTLET 2e N•P RRGLE FOLE ne, OurLET USN OUTLET OUM1ETw """So Vro I ulT ON IIOv OUTLET SaUIPIm 94MOV PAUL N76{/RER RANTER 11{WTMR TYPE) 220V OUTLET (4) WINE CONNECTION �F-GTT ET. NATEVIROCF CUTLET dOMM FAULT NTERRrTER BWTCM SWTCH SWAY OPER $4 SWTCM 4-11AY OPER L_o �' WALL N7JlAlm ��lJ uaT+r CEILING LIGHT © LED CLG LONT ©vp LED PROOF LOW OVP VAPOR PROM LOW QREwe® CAN eVOW. FAN I CPI PER Sa It. 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CAPACITY OF 50 CRI NTRIWIT E T PER ELECTRICAL PROVISICTB OF SECTION MMffLs E & TTNI ®RIO.1 (AeRex • LAUNDRY ROOM dD DIMi461NER RECEPTACLE SHALL BE GROUND FAULT CIRCUT-STERISIPTEe PROTECTION FOR PERSONNEL ON FEEDERS • WRING PIEn100 SMALL BE NON METALLIC CABLE PER E.ECTRKAL PROVSIOND OF TBOR TTH ED (')eTel • ALL R'XWC TO COMPLY WTN ELECTRICAL PROVISIONS OF TIE FBCJS TTH ED (2e2eJ H—�nsw Yen BY BL �� AND ±� OF LIDHIN6 MAT BE Ea PEG FPEALY � AT104 (�R�4iIAL EERY @PICIATCY) 2e]e. h. EDRIOJ LJ I ATIO I I � 1 P GRUT ROOM i PFI I L -_-- L TCH IN 1 CABINET MUM LET I Noon WIRE FOR Dw I UVOUTLET FOR L L I FUTURE M. wA r — GHIME RANGE I I I I 1 1 I aI 1 1 1 1 1 1�, 4� PB. FOR 1 C14M 1 ' I I ' f' My • T------,— IRRIGATION OUTLET o DOOR 48' AFF. PREWIRE iI GFI ` — —----------------- OPT. - COACH LIGHT GFI . `` GARACIE APB. POR DOOR I M� Imo_---•� GFI GARAGE FIRST FLOOR ELECTRICAL PLAN SCALEi 1/4' a 1'-0' METER FIELD VERIFY LOC, LED LIGHTING Ca) PEDESTAL SINK PWDR. 150 AMP ELECTRICAL RISER NOT TO SCALE. CaEiRAL MOTE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL CONTLY WTM ELECTRICAL PROVISIONS OF THE FIRM TTH EOiT10A l2 001 LOCH. CODES. AND ALL LOCAL POUER COMPANY REO)SUi'l4T6. B. ALL CONDUCTORS SMALL BE TYPE THUNMAN UNLESS NOTED OTHER W- G EDILE Eo PVC 00 OWT OR PROVIDE 3 4I1 (AL) N 2' DU SCHEDULE SO PVC LESS SERVICE IS PROVIDED BY THE COMPANY. COORDINATE WITH THE ELECTRIC PRIOR TO BID. FROVIDE 39/0 CU. THw • PS CU N 2' CONDUIT OR S VAS AL THYN . Fla CU N 2' CONDUIT OR 2AD AL. 6PJ2 /CONDUIT TO TERMINATE ABOVE SOFFIT R OVERIAANGJ COMBINATION SERVICE I BO AMT ONCON ECT SWITCH AND 100440 VI M ELECTRIC METER IN i ST NOVA St OJCLOSUIE PMId IDOAlJP TELEPNION E SERVICE BITRANCE EOYR'QR INTERSYSTEM BONDING TERNINN- AT LOW VOLTAGE CONNECTIONS CABLE ""VISION I SERVICE ENTRN(CE tw SQUIPTr jr �, I- UL I M CU 691VAGE GROUND CONNECTED TO CLNCIETE ENCASED POOTER STEEL PER ELECTRICAL ~VISIONS OF THE MM YEN @15�1l17@Qd S/E" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abda Igngwup.wm AA #: 0003325 a rl O •p y � a 0 i G fA sxnwty ee LOTJBBOTT PARK LOT #1 BLK #14 PHASE:4C PROJ=T# 0418 .04C-01141 MODZT- 3EEB "2260—ELSTON" GARAGE STUNG. RIGHT PAGJr: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ELECTRICAL LEGEND SYMWL DEFINITION NOTES -e OBV CUTLET 20 AMP ON" POLE Uev CUTLET w ounw w o Dow NRb TO WATCH -y4a Cfl new BURET EN:eOIMa�ne® Xemv FAu FOSI6TAiT TYM)TTE) a@ 220V OUTLET M sNIE! CGlEGTm Cfl C7eT. WATREPP" CunET 0RR0 OPA&T NTEwEIPmR 'D INIITCH NurcN s•uwr oF�Ix 6•1 NBTCN 44NAY OPER �i1 �f EALL MOW= LOW CEILMG LIGHT © I = MG LIGHT ©vr Lm VAPOR F#OQ LaHT wom' tToN•EC'S Teo by Fps) 7•eLL0 ARAP ® JYgID tlecE�Eeeo t!uAGE hMJ AR01►D 7' R.IIOIAYCeiT 4'ruAOImTrANr Q�� r�--Q-•5f A4 8 X TRAM LtlNT 0 PANEL nib PETER • SD. clam txTEerae RATT. sACr.lp1. tlL. t I� ww" mww slam CETEerm eAn_ w4aG1!• W_M�eae! eAEAaN N0KIAMMe.I A EMT ® SRO ����� EILALI. OE A D6TMCE {} PRbANT LIGHT NATURAL Oft . TB.ENARE JAOC WATER NEATER oBCG4ECT EuvATED AR C041DITIONDISNE OMCG4ecr . mv I AW ON I- N� TELEVII CH JACK e. BCN I�au O TO E sIPPORi® M AOCOIEAYKE W J•eODc BGT A. WaA FCR �a4 a+• McATSEe�r LaHr eTRr AAAneA x• Ncroeawu Laver eTTUP OAAAAAAA -NCB T LaHrsneP FLOOD LMW E CPr. 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LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 W ww.TAbdw%ingm up.axn AA #: 0003325 s 4 o n gp amwiv. Z IJoT: ABBOTT PARK LOT #1 BLK #14 PHASE: 4C PRoamTo 04181.04C-01 41 MoDE:.T 3EEB "2260-ELSTON" GARAGE SVM90: RIGHT PAGE SECOND FLOOR ELECTRICAL PLAN %160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " V-V* SECOND FLOOR PLUMBING PLAN SCALE: 1/4 " V-& VTR i WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngro up.mm L AA 5: 0003325 �C � � rrb S s � a C O A su=xv. AC LOTS ABBOTT PARK LOT #1 BLK #14 PHASE:4C P1lOJWTO 04 .04C-01141 MODICU 3EEB "2260-ELSTON" GAP-%GJC 8rax0: RIGHT PAOZ: PLUMBING PLANS 160 MPH ER. C ND A AR N DAATTEk 10/26/21 SCALE: 1/4"=1'-0" 82REET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT &:IALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTR LbCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WTH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL BI CLASS I AIR DUCT AS PER NFPA WA 2-3U 4. FRESH AIR INTAKES Gael i Ny2T BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC. IT14 EDITION (2020) MECHANICAL CODE SECTION 603 6. EW-1 OSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TW EDITICN (2020) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MACE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 6HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILNG OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. IV. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBF Im DRYER BOOSTER CAPACITY 60 LINEAR PEET WITH MAX. SIX ELBOWS - NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC O O EXTERIOR WALL PLENUM T LtEXTERIOR AIR RETURN ON AND LIQUID AIR SUPPLY LIGERANT LINES L AIR HANDLER WALL yVC CONDENSATE DRAIN LINE EVAP. TRAY LEEVE TO LMEB BELOW BLAB REFRIGERANT LINES TO PLATFORM RETURCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3011.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560" INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTIJSPEC nFL00R SLAB CLEAN -OUT (TYY LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE-WLALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRINK — BIQOKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN i LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/I6W* TAPCONS WIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT WV (2) 'SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FINL GRADE OR PAVING SEE SPEC. I'-8'X8' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TY FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 G I'-0' T WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesWkgvup'.com AA 8: 0003325 F OTT PARK T #1 BLK #14 PHASE: 4C JECT# 04 81.04C-01141 MODEL' 3EEB "2260—ELSTON" GARAC Z BVrVfG: RIGHT PACE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C UN BCAm 1/4"=1'—O" slim]CT M1 IF alp 2X4 TOP PLATE 98, TORS V2' DRYWALL 3/S' TOP CHANNEL (25 7PR'=LEAS TRJBS GA.) IQ' CJ.Ca. ®04RD 1441 N. RONALD REAGAN BLVD. C4 04M pa,4p LONGWOOD, FL 32750 1R' DRYWALL y. TmKK 3 COAT w cm m PH: 407-774-6078 3 9/8. ORS 3�' METAL STUDS pT�My, AM FAX: 407-774-4078 NOTE:STUDSIN 24' OG. 20 GA METAL TO BE �r * ReRroRcaort www.abdesWkgroup.cwn PARTITIONS SUPPORTING INSTALLED IN WALLS V2' DRYWALL RECEIVING UPPER/ LCBER M4 r Tr� TO NU AA #: 0003325 WALL HUNG PLUMBING CAWNETO AND TUB/SHOWER 25 3 5/S• OR 5 5' DIA. SLEEVE, caR. A6 PER FIXTURES AND WALL GA METAL TO BE INSTALLED 3ra' BOTTOM C44A*EL (25 CABINETS SHALL BE NOT MALL OTHER WALLS. STUDSD DO NOT GUT c GRALANTq LESS THAN 2x4, WHERE TO BE SPACED 16' ALL Or— AT 2ND TO GONG REBAR u ACKM RM FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' PIPE 2X4 WnIrr OOD SPACED NOT MORE STAIR WELLS AND 15ATNROOM PAP 4 TO DNOPLATE TO SLAB aTUDs r14' THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH WDOD BOND BEAM O NOT GUT Mr•rcasira.a+�sLM ooa►cOR JIU/ Wd MASONRY LESS THAN 2x6, WHERE W/ U4' WOOD SOLID GROUT THE BOND ay QI�� mNAIL • 32' 0C, SPACED NOT MORE WOOD BASEBO SCREW! W/ (1)- 45 BEAM �� �� am�» MAX _ ur em IL mTHAN24' OC. (2) COURSE REBARS NOW JAM �eaALV. aTEdgy�DOM ��--ma T7R'b( T C Tmm SLOE FAWNHOP O Room TRICK GRACKIM FINISH FLOOR WT FIL FLR APPROVAL REAL 1—STORY TYP. INT. WALL )TYP. INT. WALL (NON—BRG.) 1A METAL STUDS (NON—BR� 2A PIPE THROUGH BOND BEAM B GAS LINE THRU BLACK s GARAGE DOOR JAMBS D1 SCALE, 3/4•.I'-dV D1 SCALE, 3/4.I' C D1 SCALE: 3/4'■I'-O' ec°ti 4° D1 SCALE: 1 1/2'.i'-0' h w g n o O t q 4 � GRINi L.j FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH LINDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 908.11 to AS PER FBCR 905.1). • EA. END ROOF SHEATHING LU FIBERGLASS SNINCAES WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER 2ERLAYMENT f1E1ER3LA58 SHINGLES AS PER FBCR 905J 1' 9NI PER STRl1CTURAI_ DETAIL SHEET SNP SECURED PER 0 WITH UNDERLAYMENT ERL ROOF SHEATHING SHEET SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE _ AS PER 905)1 THICKNESS AS PER ROOF SHEATHING SHEET SNP THICKNESS AS PER SECURED PER STIFFDACK AT ALL UPRK+HTB SHEET SNL SECURED 5/S' GYPSUM BO FASTENER 8CHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' WIG" 9• • 9• SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE-ENG U.C. TRUSSAx. 2x FASCIA PER BOARD ELEVATIONS O. ELEVATIONS REFERENCE STRUCTURAL ELEVATION VENTED SOFFIT 8E VENTED SOFFITPER 0ON7 2x RAT RUN SECURED PER E ENERGY CODE FORMS // PRE-ENG TRUSS INSULATION R-VALUES PRE-EN'SS WALL SHEATHING THICKNESS AS PER bTRUCTURAL DETAILS / ULALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION CODE FORMS FOR SHEET SNP SECURE PER THICIQNE88 A8 PER PER ELEVATION FASTENER SCHEDULE 814EET SNI. SECURE PER 2x FASCIA PER TYR 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER 6GHEDULE ELEVATIONS p}{. ELEVATIONS 9/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS �SPECCIIFICATIONgACTUREB S STRUCTURAL DETAILS 2x P.T. SECURED PER R-4)0,ISULATICN STRUCTURAL DETAILS REFERENCE WNDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS _ PERENCE b12 P.T. FURRING STRUCTURAL STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 1/2' THICK, T GOAT PORTL b' CHU CEMENT PLASTER APPLIED STRIPS s 24. O.G. CEMENT PLASTER APPLIED I/2' GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK, T GOAT IBASE BD • CMU AND CEMENT DIRECTLY TO MASONRY WOOD BABE � TE APPLIED jlppp DIRECTLY TO MASONRY 0'-0' FIN. FLRj — _ 0'-0' FIN. FLR 01-01 FK PLRPLR o . _ _ — 0'-0' FIK FLR ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS a><J13DIV tt LOT. ABBOTT PARK RAT #1 BLK. #14 PHASE:4C PROJECT# 04181.04C-0114 WODEL 3EEB "2260—ELSTON" GARAGE S111MG: RIGHT PAGE: DETAILS 160 MPH EXP. RR a a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 9TH EDITION, SECTION R301.13 AND 16095.1. .a A ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 'ITH EDITION, SECTION R301.13 AND I6095.1. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE W/ WINDOW OPENING TYP B . WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 7 f (2)1—STORY HIP D1 SCALE: 3/4'.1'-& BLOCK WALL INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 5 1—STORY D1 GABLE BLOCK WALL OQA E, 3/4•.I'-0• INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 'ITH EDITION IS 44 WHICH USES 2020 NTH EDITION IS 04 WHICH USES DATM 10/28/21 (2) TWO LAYERS OF ASTM D226 TYPE H OR ASTM D4869 TYPE III 6 (2) TWO LAYERS OF ASTM D22PRINT TYPE II OR ASTM 04869 TYPE III SCALE 1/4"=1'-0" OR TYPE Iv UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 19212wr D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES- UTH UJDERLAYMENT WITH UJDERLAYMENT AS PER FBCR W5JA. AS F'ER FBCR S05.11 ROOF SHEATWM ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNL SECURED SWEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. Ep R PRE-ENG WD. TRUSS•-- 24' O.C. MAX. LEVATICN � 24' OL. MAX. -- METAL DRIP EDGE METAL METAL DRIP EDGE INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER VENTED m ot+. 541' GYPSUM BOARD ELEVATIONS SOFFIT TYP. OR I/1' HIGH STRENGTH CLG. BOARD VENTED REFERENCE bQ FIRE -STOP / SOFFIT STRUCTURAL _4.1 MSUL. REFERENCE—// STRUCTURAL w J I I a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT 0' GLUED AND NAILED • THICK, 2 COAT—�� PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R DC FIRE -STOP qPhLEVATIONw FIRE -STOP ---- SEE STRUCTURAL SEE STRUCTURAL R LEVATION 5W GYPSUM BOARD OR VY HIG 4 STRENGTH CLG. BOARD R _ _ LE VATION IX! FIRE -STOP DO FIRE -STOP--/ R-4.1 MSUL. I ( � W> w J ff a WINDOW ATTACHMENT AS PER K,__---REFERENCE MANUFACTURES SPECIFICATIONS STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIF In' THICK, 2 COAT PORTLAND CEMENT W2 P.T. FURRING PLASTER APPLIED STRIPS • 24' OL. DIRECTLY TO 8' Cr'RJ MASONRY 1/2' GYP. ILL. BD. WOOD BASE IX2 FIRE -STOP 0C2 FIRE -STOP . . BATT INSULATION REFER TO ENERGY CALLS FOR VALUES -® 5/8' GYPSUM BOARD IYp, OR In' HIK�U STRENGTH CLG. BOARD bQ FIRE -STOP -4.1 INSUL. r 3/4' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE w � J w m R IfELEVATION R LEVATION \_t5W GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD I4 P.T. FURRING STRIPS • 24' O,C. a, CMU 1/2' GYP. ILL. BD, WOOD BASE ti ti. 4' W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.1'-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwmbdesWooup.com AA 8: 0003325 -1 4 h s s n � w i g O in i � W E 0 2 amwiv. a LOT: ABBOTT PARK LOT #1 BLK #14 PHASE: 4C PROJMT# 04181.04C-01141 moD1SL' 3EEB "2260-ELSTON" OARAOZ awINO: RIGHT PAGE DETAILS 160 MPH EXP. A 10 7 DI' A.M_ 10/26/21 BCAIJL- 1/4"=1'-0" as>�T D2 795L 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ f0 V2• X Y J-BOLT WV 4' MN E'BROMENT W/ 2' X 2' X V6' WASER A NIUT OR WV(2)Vr X r ANCHOR BOLTS W/ 4' MEN. WM VSZO BNT WV 2' X 2• X VW WASHER 4 NUT — VAC` BLK ®I K WO V2 I • EMBED. 8. 1= 4' BD OMIT. V]TO BL' EDGE DVI6T. 2X6 GARAGE DOOR SICK nFnir W (W 1,12' X S' J-BOLT OR ANCHOR BOLTS, WV 4' MN EMBEDMENT. UV r X 2' X LOW WASHER t FILM 11) WRRN S' OF TOP, N WITHIN S• OF THE BTM. 8 (S) EVENLY SPACED. RI I®f NOTE& ALL ANCHORS SHALL EE N ACCORDANCE TO MANUFACTUREWS INSTALLATION INSTRUCTIOWW WHERE SUCH ► STRUOTIONS ARE MORE STRINGENT` ` GARAGE DOOR 1 BUCK ATTACHMENT Hr- t• DRYWAL 6 cm 1'X4• T. NAI P. Doan DOOR 1/2' NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW' DOOR JAMB TO BLOCK +3/4" OR +5/4" G1f�li)OA TO BLACK +3/4" OR +5/4" 2X4: SECURE TO BLOCK WV 3/b' TAPCONB MN SHANK SIZEN J45 M HEAD 611E 300 MN EMBEDMENT 1 V41) WTHN 8• CP EACH END t IS' OC. MAX 6PACHM 2X& SECURE TO BLOCK G' W/(2) SATAPGOJB MN ( SHANK SIZE J48 MN HEAD SIZE 300 EMBEDMENTMN EMBEDMENT 1 1/4') 8. CMU WTHN S' OF EACH END t b' OL MAX 6PACBr V)' DRTUlALL rA& cum ❑ PX4' P.T SECURE TO BLOCK . NAILER IW(2) 3K' TAFr." DOOR CN6 AS MN SH AW SIZE J45 MN HEAD 61ZE 300 MN EMBEDMENT 1 1/4') WTHN 8. OF EACH B40 4 b' OC. MAX DOOR JAMB OR UNNDCW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" /D11►INDOW TO BLACK +1 1/2" 2X4. CM SECURE TO BLOCK W/ 3A6'TAPCONS MN SHANK SIZE .146 MN HEAD SIZE 300 nN EMBEDMENT I V4') WITHIN 8. OF EACH END 4 b' OZ. MAX SPACING. 2X6, CIO NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" /D11►INDOW TO BLACK +1 1/2" 2X4. CM SECURE TO BLOCK W/ 3A6'TAPCONS MN SHANK SIZE .146 MN HEAD SIZE 300 nN EMBEDMENT I V4') WITHIN 8. OF EACH END 4 b' OZ. MAX SPACING. 2X6, CIO SECURE TO BLOCK WK2) 3A6' TArrAM MN SIHANK SIZE J48 MN HEAD 812E 3" MN EMBEDMENTVW) WITHIN W OBD 8' CyU 4 W OC. MCING. VJ' DRYWALL 2X& Cim SECURE T MX4' WK2) 3)K' B P.T. NAILER (MIN. SHAN45 TAG' ODE. X 4' MNMN HEADAMN EMBEV4') DOOR CASING WTHN 8.OEND 4 W OC. M SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: 61414 AS NEEDED TO PLUMB JAMB fDO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 18/16" nwB'1D011 TO HLOCK +1 15/18" 2X+. IB SECURE TO BLOCK W/ 3Ab'TAPCONB MN GWA K SIZE Job NUN. HEAD SIZE 300 MN EMBEDMENT 1 V41) WTHN 8' OF EACH END t W OC. MAX SPACINCa NOTE: STRUCTURAL 2X MST BE 2X6. ® ON OUTSIDE t 9mimo SECURE TO BLOCK THROUGIH NON-STRUCTURAL WK2) 3A6' TAFCON6 SA6' TAP(.CN MN 1-1/4' MN SHANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN OF EAC44 END v cm A W OZ. MAX SPACING, DRYWALL 2X& Cm ❑ SECURE TO BLOCK WK2) 3A6' TAPCONS P.T. NAILER (MRN. 6WNK SIZE W15 DOOR CAGING MN MEAD SIZE 300 MN EMBEDMENT i V4•) WTHN 8' OF EACH END 4 b• oJz nAx 9PACNG. DOORJAMB OR WIND= ATTACH TO 2X PER MAN FACTURES DETAILS, NOTE. 041M A6 NEEDED TO PLUMS JAMB (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" y 1lINDOII TO HIACK +2 1/!", 2X4. US SECURE TO BLOCK W/3A6'TAPCONS MN SHANK SIZE .1I5 MN HEAD SIZE 308 MN EMBEDMENT I V4•) WTHN 8' OF EACH END 4 b• OJ:. MAX SPACING. 2X6. CED SECURE TO BLOCK WK2)3AW TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN. EMBEDMENT I VW) WITHIN 8. OF EACH END 8• cm 4 b' Or- MAX SPACING. 112' DRYWALL 2X& CEO SECURE TO BLOCK WK2) 3A6' TAPCONB P.T. NAILER (MVNI SHANK SIZE J46 DOOR CABIN' MN 14EAD SIZE 390 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 WOC. MAX SPACW- DOOR JAMB OR WINDOW ATTACH TO 2X PER MA NP-ACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3" E 2X4. SECAME TO BLOCK W/ SAW TAPCGW (MIN. GNAW SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 ID'Or— MAX 9PACW- NOTE. 61RUCTURAL 2X MUST BE 2X6: I» ON OUTSIDE 4 SECURED SECURE TO BLOCK THROKaN NON-8TR CTURAL WK2) 3AW TAPCCNO SAW TAPCON MN 1-1/4• (MINE eWAYK SIZE J45 EMBEDMENT NTO BLOCK MN HEAD SIZE .$" MN EMBEDMENT 1 1/4') WTHN 6.OF EACH END 8' cm 4 WOr— MAX SPACING. 1,12. ORYIUALL 2X& CM I ' PX4' SECURE TO BLOCK u P.T. NAILER WK2) 3A6' TAPC.QNB DOM CASING (MN SHANK SIZE J45 MN HEAD SIZE 300 MN. EMBEDMENT 1 V4') 2ND IX SECURE TO STRUCTURAL WNTHN HC OP EACH 04D MEMBER VMA2d VNTHN S• t b' OC. MAX CP EACH END 1 6' TO 8' OC. MAX 6PAG►NYs. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, 6HNMM AS NEEDED TO P'LU'S MANFACTUIMS DETAILS. JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3" /flwrxnnr 'm TNTnrx 4.x" 2X4, m SECURE TO BLOCK III/ V4' TAPCONS (MN. SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 114') WTHN S' OF EACH END 4 18' O.C. MAX SPAC 4CL 2X6, ISa SECURE TO SOCK UW2) 1/4, TAPC4" MN 6HMK 812E J48 MN MEAD SIZE +JOG MIN EMBEDMENT I V4') WTHN 8' CP EACH BID 4 WOG MAX BPAGNG. 2X& CISO SECURE TO BLOCK UK2) 114' TAPCCN5 MN SHANK SIZE J45 MN HEAD SIZE 300 MN BISEDMEHT 1 VW) WTHN 6. OF EACH END 4 b• O.C. MAX SPACINfn 6' Cm ❑ W' DRYWALL 1•X4' P.T. NAILER IAW OAA X 4• MN r DOOR CABNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" `RwI► TO HLOCK +9 7/16' 2X4: SECURE TO BLOCK WV V4'TAPC4" (MN 04ANK SIZE Mb MN HEAD SIZE 300 MN BY19HU HEW 1 V4') OT14N 8. OF EACH END t b• OC. MAX 2X6, cm SECURE TO BLOCK WK2) V4• TAPCONS (MIN. SHANK SIZE J45 MIK HEAD SIZE IS" MN EMBEDMENT 1 V4') WTHN 8. OP EACH END t 18' OC. MAX SPACN& 2X& CEM SECURE TO BLOCK WK2) VA' TAFY-LTB MN SHANK SIZE 345 MN HEAD SIZE 300 MN BBEDMENT 1 1/4') WITHIN d OF EACH END 4 IS'QC. MAX SPACING. NOTE. STRJGTIURAL 2X MUST BE ON OUTSIDE A SECURED THROUGH NON-STRICTUFRAL 3A6' TAPCCN MN 1-1/4' EIBEDM'lENT INTO BLOCK LJ` 6• cm V2' DRYWALL P.T. P.T. NAILER 1�U I' P.T. X 4'MIN. DOOR GNASH& DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, 6411 AS NEEDED TO PLUS JAM (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3 3/4" /n1WINDOW TO BLOCK +3 3/4" 1"I N. RONALD REAOPN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWiVoup.com AA #: 0003325 J g � s 70 F rr d m R S QL +Jtn3DIN. At LLAOT: ABBOTT PARK LOT #1 BLK #14 PHASE: 4C PROJECT# 04181.04C-0114 LKODEL' 3EEB "2260-ELSTON'H CALRAOE Burro: RIGHT PACE: DETAILS 160 MPH EXP. 0( ND A AR N DAB 10/26/21 SCALE: 1/4"=1'-0" 82iISET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLS MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DALE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 12/31/2021 11473.10 SIMPSON STRUCF. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104563 SIMPSON STRUCT. CAMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. CAMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456A0 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104J7.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104413 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2073 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 20ZO FBCR 12/23/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 EAGLE PRODlKTS ROOFING ROOFTILES 2020 FBCR 12/31/2023 PLY GEM PANEL WALLS SOFFIT 202D FBCR 12/31/2023 E KAYCAN LTD. PANEL WALLS EXT. SOFFITS 202D FBCR 12/31/2023 AMERICAN CONSTRUCTIONMETALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 MI WINDOWS & DOORS FOXED GLASS - 2020 FBCR 11/19/2022 17676.20 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153533 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBTR 12/31/2024 15353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17969.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 152792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FRCR 5/21/2028 152792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 1Z/3112021 239562 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBOI 12/31/2021 239565 THERMA-TALI EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBOR 12/31/2021 23956A THERMA-T iU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20462.9 THERMA-TRU EXT. DOORS SWINGING single I to EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 1319242 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 156.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 1S272.1 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 W W W.FLORIDABUILDING.ORG CONTROL DATE:09/16/2021 44 /1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX:407-7744078 www.abdesqoigroup.com AA 8: 0003325 h � O o O iL ABBOTT PARK IAT #1 BLK #14 PHASE:4C PROJSQT# O4181.O4C-01141 MODEL A 3EEB "2260-ELSTON" OARAOS SWMG- RIGHT PADS: PRODUCT APPROVAL LISTING %160 MPH EXP. C SHALL ISE Gl9LDN6 WRAP SHALL NI LAPPED d ROLL OP 4h4' S IS (00 RlRYYA E W 14CLNE 6 6• . VERTI(-AL LAPS (ROLL FLASNlY, WRAP MATERIAL; YY NO{ER 4- ElOD 4 6' E NORUZONTAL LAPS. WRAP MATERIAL) OVER ....:.. LATH VERTICAL LAP TO BE Y ALL SEMM NEED W TO BE TAPED APPROVED C, CNE WTFI POIlTIBEIR SREATIMG TAPEE FLAbLY4G To EXTEND OITO PMFE I..��.::.;..#.::,:_' / 1' Opt LESS PIPE 6'Rt6• SELF-AD{EAtlJG MEMBRANE i. P wjw,om'ED CONTROL .� it THICK 3 COAT CEMENT F'EaETRATION ?;;<i ':: RABN (CQTATIBLE� NO" &RAP TERIAL OVER 7V4' FLANGE Q CONTROL JOMS T \ Fi.ASTER x,:; .: ` r SELr•ADFERN6 MENDItAP! BE WNIED TED TO LATH A e' WRB LATER I. POR IFUSER / v,, t:iR-ASNNG OVER APPROVED NOTOr- MAX (N CCN, wL DO BURDNS PAPERHOLM PLASNETO EX7�,] ONTO PIPE 1441 N. RONALD REAGAN BLVD. NOT t VEIN CONTROL ,JOINT TOEVEN P STUD D06T8 :>:�:�:� LONGWOOD, Fl.32750 YOND EXCEPT STAPLES YV APPROVED METAL LAhI X X LBO MAY BE USED TO TVV FASTENED 41' EVERT.) 0C, MAX 1' - :':: PH: 407-7746078 _ FAX: 407-774.4078 SECURE c014IROL low AT SUPPORTS X X X — CUT AND OVERLAP ONE 61 OF DURN6 INSTALLATION um ME•dRAFE W W W.abde3l®lgfo W.eom W'AS LAYER % FLA&4NG CU METAL LAIN 8VE4RMIb T AND OVERLAP ONE SIDE CP AA #: 0003325 :AS OTQ4EIY8 TOVERTCALLY STUCCO WRAP I STEP 01 STEP SELF-ADWERING MEMBRANE W -E ASHINSVMS,I. j' UDOD ' WLAYER F7NICK s COAT CEMENT UM LAYER % STUCCOWWP I PIASTER STUOW WRAP a tisra "� n,... "*r, I .• r1a =__'taaLOY METAL LAIM I WAS LATER 7. FORTIFlBER WRB LATER F FOR(PIBER �.., •., �'`:. WRB LAYER 4, FOR(FlBt!R BULDSYa PAPERI METAL LAW I ^ �/7� BUILDK3 PAPER a-. -101, TIED At EACH SIDE. / I `� PROVRDE 2X4 M40CM r MM LATM — = Te Exie�n ONTO Mrt PER AT E 04 SIDE. \ PLACED FLAT MAX 6' TO V L ALL•LA�P� C0NT FROM �LJONT FALLS a4 'Z D V CONT. BEAD OF SEALANT \ STRICARN- STIR SCALE,,I U2'.R'•0' FASTENERS FOR LATH TO BE NAILS OR i INSTALL APPROVED WOUSEWIIAP AR STAPLES N C=.VLIANCE Yv ASM C166s INFILTRATION BARRIER OVER 2. WRE TIM TO BE ENO. I6) 0043' WIRE / SFEATNECa 3. BLOCC616 SWOM MAY BE N ADDRTWN/ \ ■� A*TOPERIC COATING OVIR SWCO/ TO WALL STUDS REGLU ED PER PLAN C.V. M04 (SEE TYP YW-L SECTION VERTICAL LATH Z h (] r s 1 S & PAPER DETAIL YRom STDe SECTION PER SECTION a�tl Fxlerior ase a poruane , pbeOR NOTE, &EATNEG shal1,11. NE appkatm SIDE LAPS OF METAL rayurea.arla ofA3TM c a26,lae. PLASTER ED TO eNALL FR SECURED TO BUILDINPAFWR lnalall ­Ply yferheroor ASTl C1063-190, g O"M" TYPE CONTROL JOINT TWEYRVAM M SHALL BE TIED PAPER h.11 178�'rthASTMC7063198, W BETIIEE14 SUPPORTS W n4 00415-114. (L21-MM) STUCC3 O L+r . L.. WIL AT NTE14VALS MOT • LY a PAPlR MORE THAN V (22S-FMl O �i AS PER A6MC"& 3A PIPE PENETRATION DETAIL (FRAME) x L Ran 4rRlp • Pt. A L RaD MYFIO • M. �CIFAIAM•^& ® KICKOUT ® FOR REPAIR OF TEARS ® IN WRB LAYERS, TEARS HORIZONTAL LATH N.T_S. DETAIL MAY BEPATCIrD & PAPER DETAIL WALOUeE ~TAM PER MMYF. GFW- on FOLn PEEL 4 STICK s WOOD SHEATHING OL Ran NIMIp • O L FOLo w4RRO , n. • '. OR CMU R.A taRac.Pr.s TwA,aaRw.s WRB LAYER "I, O R,A,Y . n. c a cw m - P`' c s, STUCCO WRAP (FRAME ONLY) a Raopr. co.111RIr. Is R.L Pr. c Imam MOM"PL1NIM ® �' THICK, 3 COAT CEMENT ® w k PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) LEGEND R° METAL LATH (FRAME ONLY) • ° a `� o LAP WRS 4 TAPE OVER DRAINAGE PLANE (WRB T. �� ROOFlWALL SCREED R.TaR TqM LATER 01, STUCCO WRAP) Y Ran.DQ .} J'TwcKSCOAT CEMENT z 5"X5" 'L' TYPE CONTINUOUS WRB LAYER #2 (FORTIFIBER — — — — — — `@'""`''°" AL FLASHIWs NAIL TOTROOF DECK, NOT BUILDING PAPER) WRB LAYER h. IIIII PAPER PORiPIeEIe 'I' i WALL SHEATHING) lFR4AF4t ON.r) YIIe LATER'L CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X SRO ~Oiv'TEO'aT' INSTALL WITH ROOF CEMENT aUSDIV. ac RAT ABBOTT PARK LOT #1 BILK #14 PHASE: 4C PIeOJSCT# 4181.04C-01141 MODSIt 3EEB "2260—ELSTON" OARAOS AMINO: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C LIP LAVIM Q rrs.o,n waP oreR N4LFu RLMtlF STOP ��T) cm I STUCCO o CEMENT WOOD OR -1 /1(O " ZIP WALL ,.6"1LNFatl y ( ROOF PER ELEVATIONS SHEATHING C O O d - I SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION MNO Fftf R"1031.1 / ASTM C-8471-14a, MIN. 2.5 LBS. P aMFtlLY R4EYfA4, A �ina A so017M+ OF now . DAM/10/2 /21 DRP 1na6 i- PER SQ. YARD (UTILITY OR NOMINAL ONRM,• acALS: 1 /a"=1'-0" 4.(rA,LATH DOES NOT MEET SPECIFICATIONS) etlSar F��RA•�MNL @)" L" FLASHING j�jN.T.S. tl Y A I INSTALL 6' SELF -ADHERING M MRA1E FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. BOTTOM. 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. E-Z BEAD ALL AROUND :�• VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING • JOINT I I ALL AROUND I I PER SECTION I I EIdedor le"M and pfaMerilb BACKER ROD I I Exterior use of Portland oemerd plaster shall comply with the application requirements of ASTM C 928-18b. 1 -2I(, y� Installation of exterior lathing and framing shall comply with ASTM C 1083.19a, X: or ASTM 1787. UPS LAYER 9, STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH ItAGB LAYER -2. FORTFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHING LAYER 'I, STUCCO WRAP LAYER 4, FORTFIBER _ —� BUILDING PAPER CONSTl1CTION k gym;. Zvi•,` - � 6' WOE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BORE AFFLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR SAW ZIP WALL SHEATI-Nth SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PIWEMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 9 TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'OWCK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: 110.6. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER I' THICK, 3 COAT CEMENT PLASTER 36' TO )5' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED I __� t y WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM >R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION SHEATHING LAYER O. FORTFIBER 15UILDNG PAPER PETAL LATH WOOD Va' TEX UREO caBTRICTION f —FINISH . WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T O.C. MAX a CM K' TO JF nID.wdLL WEEP wiK • YL ' 6' WIDE STRIP SELF ADFESIVE FLASWUNG, CLEAN z MA60NW BEFORE APPLYING V _. _.. _.. PNISH • MASOPRr HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 9, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X'INTO WRS LAYER'S. SELF-ADI IERING # t STUCCO WRAP I'IE BRAKE FLASHING 0APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED H1RB LAYER 9 STEP 01 STEP #2 APPROVED HOUSEWRAP WRB LAYER 01. BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE:: __ GRADE'D'FELT ® MEMBRANE FLASHINS ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER 60 MN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.atxiesigngroup.com AA #: 0003325 y x a' a Io f bbbp 4 LI eulwTv. a IAT: ABBOTT PARK LOT #1 BLK #14 PHASE: 4C PJ o"=T# 04181.04C-01141 UODZI- 3EEB "2260—ELSTON" OAItAOE S7IWOT RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. R 10/26/21 1/4"=1'-0"AS WOOD SHEATHING WRLAYER 9, STUCCO WRAP WOOD WEB LAYER 4, FORTIFIBER GdN871EUGTION BUILDING PAPER 9� HAT CHANNEL �' THICK 3 COAT CEMENT' LV TYPE 'X' DRYWALL PLASTER 6' S.A.F. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING �i''4' POSITIVE DRANB BARB LAYER 9, J STUCCO WRAP + - ;' THICK, 3 COAT CEMENT ` PLASTER - i4"LFWN'T� ► i' SELF-ADNEREMG FLASHING WRAPPED • TOP OF WEEP SCRE ED TO SHHINGEATBELOW iz.,z WRB LAYER 9, STUCCO WRAP WRBLAYER -2. FdFTi I BUILDING PAPER �-6. SELF-ADNEREING FLAS14NGURAPPED STU LL t1 CCO WRAP LAYER 9, • CORNER OF CANTILEVER �a AMICO Al "41PUC-TSO W POSITIVE DRAM CUSTOM CASING BEAD �L UF_EP SCREED NO GAP IN FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD IOA DTL. 0 CANT. SCALE: 1 1/2'- P-V NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRICTION WEATHER RESISTIVE BARRIER 9 HAT RUNNEL BARRIER RESISTIVE � I- THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL , W/TEXTURED 4 PAINTED Y WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRICITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 12 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/B' TYPE 'X' DRYWALL METAL LATH URED 1 PANTED WOOD SHEATHING F INISH FINISH I' THICK, 3 COAT CEMENT HEADER(BEAM PLASTER VINYL CORER BEAD VINYL CORP. 4' POSITIVE DRAM VINYL CASING BEAD WEEP SCREED NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL SUB -FLOOR DECKING PRE-6NGT) TRIM WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE. CARRIER -2 NICK 3 COAT CEMENT SHEATHING EXTERIOR GRADE DRY WALL I' THICK 3 COAT C (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) &C—AAMNTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - • - • - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO L. WOOD OR -7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 FINISH LAYER (2 LAYER t WEATHER RESISTIVE PEEL 4 STICK) METAL SEDGE ;' III t 6' PEEL 1 SET IN FULL BED OF SEALANTj$$' MIN. _ 6' SAF. STICK E DRIP SPACE FROM DRIP �Q PEEL 4 STICCK EDGE TO FACE TO TREX I )Wx3' 'L' FLASHING DECK FULLY EMBEDDED - IN ROOF CEMENT 1 )p X 3' 26 GA GALV. Ys GAP FOR BACKER METAL DRIP EDGE I i. P.T. OR SIMULATE ROD 4 SEALANT YW GAP FOR BACKER SET IN FULL BED OF WOOD (TREX) FILLER CASING BEAD ROD 4 SEALANT SEALANT, )r MN. SPACE FROM DRIP CONTINJOUS VINYL :: x FACE TO TREX WEATHER RESISTIVE WATER PROOFING lot WEATHER RESISTIVE VINYL CASING BEAD .; BAMER'I LAYER (2 LAYER PEEL 4 ' BARRIER 9 �. RESISTIVE STICK) WRAPPED FROM '' WEATHER RESISTIVE WATER PROOFING 14t , r B R BALCONY DECK TO BARRIER 12 LAYER (2 LAYER PEEL _ EXTERIOR COLUMN CANTILEVER .re°eun ' 4 STICK) 'ww n�"e.n""e,- COLUM SHEATHM6 6' PEEL 4 STICK a DEG( MEMIBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP PEEL 4 STICK 6' SAP. SUB FLOOR EDGE I)(K'x3' T_' FLASHING ®® 3' X 3' 26 GA GAIN. SUB FLOOR LY EMBEDDED IN METAL DRIP EDGE ® ROOF CEMENT SET M FULL BED OF )SEALANT,)i' ( I V X 3' 26 GA GAL V. 1 )i'XI % P.T. OR SIMILATE MIR METAL DRIP EDGE WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX )' P.T. OR OrMATED SET IN FULL BED OF CONTINUOUS WOOD (TREX) FILLER SEALANT. )j' MN. Yi GAP FOR BACKE VINYL CASING BEAD INUOUS SPACE FRGM DRIP ROD 4 SEALANT WATER PROOFING lot P FOR SEALANT FACE TO TREX VINYL CASING BEAD FINISH LAYER (2 LAYER LATER (2 LAYER PEEL 1 BACKER ROD' 7�3/4 PEEL 4 STICK) STICK) WRAPPED FROM FIED W WATER PROOFING lot 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 HAT CHNANNEL CANTILEVER ESILIENT STICK) WRAPPED FROM THICK 3 COAT CEMENT CHANNEL BALCONY DECK TO PLASTERws:.:r. SAD CANTILEVER METAL LATH 2' THICK 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL E WOOD 91-EAT14M PLASTER W/TEXTURED 4 PAINTED ; WEATHER RESISTIVE 5/8' TYPE 'X' DRYWALL METAL LATH FINISH BARRIER 9 WEATHER RESISTIVE W/TEXTURED 4 PAINTED . WOOD SHEATHING a' THICK 3 COAT CEMENT BARRIER -2 FINISH U PLASTER TDRAM J' TACK 3 COAT CEMENT 4' POSITIVE DRAIN VINYL GARNER BEAD w9me-wwxQ PLASTER O WEEP ACER GAP IN FIELD VINYL CASING BEAD NO GAP INFIELD VINYL C40104ER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 011C EDGE INSTALLATION 0 BALCONY DRIP EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING s 1' O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING, METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14A CORNER BEAD ® FRAME 2 1/2" � CORNER BEAD (FASTENER 4 SPACING a 1' O.C-) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD � BLOCK WOOD SHEATHING WRB LAYER'), a i STUCCO WRAP ' WRB LAYER'?, FORTFIBER BUILDING PAPER METAL LATH i' THICK, 3 AT CEMENT + PLASTER WSELF-ADHERING - FLASHING DRIP CAP WINDOW FLANGE WRB L STUCCQ, W WRB LAYE E JILD94G METAL LA J' THICK, '- PLASTER (P'SELF-L FLASHING DRIP CE WIND011 , 15B CASING BEAD @ WINDOW ( FRAME, NO BAND) SHEATHING I WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vvwvv.abdesgpWoup.wm AA #:0003325 Na $ oWM b 2 < t a its 4 sumxV. sag 1 DT: ABBOTT PARK LOT #1 BLK #14 PHASE: 4C PRDMMTO 04181.04C-01141 11[ODEIs 3EEB "2260-ELSTON" GARAOE 81111WO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. Xj OK "ANW-O DMINT ATM 10/26/21 8CALIM 1/4"=1'-0" WIN:= WA3 WOOD SHEATHING UPS LAYER % STUCCO WRAP W NS LAYER Q. FORTIMSER 1 ISUILOM PAPER Fi i i i HETAL LATH ' i TMMIS COAT CEMENT PLASTER 1 i 411ELF-AD4ERING i FLASHING VINYL ANGLED .a>(PLODI �ea_w. meen VIBUFOR — — CLARITY) DRIP CAP WNDGU RANGE UIID LAYER'L— STUCCO YHRAP VINYL ANGLED URB LAYER 7.IN B ULPT PAPER METAL LATH — s PLASTER WOELF-ADFER PLAOHNG — SWEATWNG WRB LAYER 9, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH J' TWICK 3 COAT CEMENT PLASTER DRIP CAP — -_ UR'DOW PLANGE CASING BEAD ® WINDOW (FRAME, W/BAND) ivy WOOD SFEATFING METAL LATH WIC LAYER 9, STUCCO UIRAP U1RB LAYER 7, FORTIFIBER BUILDING PAPER — J' TWM 3 COAT CEMENT — PLASTER VINYL ANGLED VINYL CASING M&2 WOOD SHEATHING LAYER FI, STUCCO WRAP WRB LAYER e2, FORTIFIBER tWRB BUILDING PAPER METAL LATH(EJ' THICK, 3 COAT CEMENT VEUIFOR PLASTER CLARITY) CASING BEAD ® RAISED lII C1 BAND (FRAME) SCALE\ I BETFWCTICN YONCD� WOOD SHEATHING UEAT ER RESISTIVE BAIiR1ER 'I � eAl�TMERNER 7RlSI6rIV! Yy�Y1�Y(��ObX 1 Yi LAP SIDINGAL / \ RE BOARD IW EAATTTEM4 L FLASHING -ADI'ERE'Yi+ aU �6MTIVE STARTER STRIP/ \ \ 'T WEATHER REs16TIVE \ \ BARBER 9 I I \\\ y FL AD4EIWNC \ GALVV METAL GALVD METAL 'r FLASHING Z' ILAEHIIG 00 NOT t�l1K OR HARDIE TRIM PER t ELEVATION / MANDIE TRIM PER I ELEVATION \, G/APPROVED S KING OR APPRR OVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION is' C.AP TYP CASING BEAD TO TRIM IX TRIM MEMBER * STUCCO TO SIDNG TRANSITION SIDING STUCCO WRAP i' THICIG, 3 COAT CEMENT PLASTER METAL LATH UYB LAYER 7, FORTRISER SUILONG PAPER WOOD SHEATHING WR6 LAYER 9, STUCCO WRAP \— CASING BEAD w SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASIY�I�AD (CR) WOW BEYOND V— WIOOD OWEATHING UEATNER RESISTIVE BARRIER 4 UEB RRE616TIVE I il y%e SIDING " \ R-.OD�NGFLASNNGG f �UEATNER RESISTIVE BANNERSTARTER STRI> WEATHER R!SISTNE \ \ DARRER 7 I \\ R .ADMERNG \ — GALVD METAL GA.VD FETAL 'r R_ASWNG 2' ILABNIIG QA NOT Gar an I X 6' SFILATED� Ip Oo TRIM rEFEEIe I TRIM MEMBER \\1 N�f P�PROVEEDQ� ANT SIDING TO STUCCO 9) BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTMI C-84'1-14a, MIN. 2.5 LEIS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) EIEYCl.D *'' 6ELF-ADNERNG wDDo 6FEATHING WEATHER RESISTIVE UEAIHER RES16TNE BARREN , BARRIER 7 SISTIVE ' / \\ V ANN-1 TO LAP MMK AABOVE TOP W�6 Y.• X 1), LAP 610NG / I C WEATHER RESISTIVE 6• SELF -ADHERING BARRIER 9 RASHM _ \\ / WEATHER RESISTIVE BARREN STARTER STRIP / \\ \\ / I \ 'C'r°LVD METAL OR R.ASHNG DO NOT CAULK OR GALV ID FETAL /�' ' WEATHER RESISTIVE W FLA9HNG BARREN 9 TO LAP 6.TER ` ` 6' MN ABOVE TOP rwsi LF 'r FLASHING W.AD I S ` X 6' SLATED INS PVC / I WOOD TRAP FerTBEIe 6ADFEBACKER RING \SELFi 7.I � .A°"ERNG PLASHING \ \ ' I' BIGAP' UCAULKM qT �PL�C LEI! `�'-': I OR \ i,} UEAA71ER-1 TIVE BANNER 671VE WEATHER RESISTIVE E•i BEAD VNri CANING BARRIER 7 (WAR• FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO e THNERM616TIVE ® FRAME TO FRAME 9 TRANSITION �• THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f WRB LAYER'2, FORTIFIBER TV BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) �® \ `—WRB LAYER 01, STUCCO WRAP, \\\— WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED 1xi FOR CLARITY Y4' GAP TYP a THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANTS TO WINDOW METAL LATH FORt ///-- BUILDING; PAPER WOOD SWEATWIING; FIBER WINDOW FRAME WRB LAYER 01, STUCCO WRAP V WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVG BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ,EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — Ui 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77*W78 FAX:407-774.4078 W W W.Sbdesigngroup.esm AA 8: 0003325 AH e O 0 i aum LOT: ABBOTT PARK LOT #1 BLK #14 PHASE: 4C PRDJECT# 041 1.04C-0 141 MODEL' 3EEB "2260—ELSTON" OAI%AGE SVWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH CPRESHOULDBETPNENNREE%TF VENT PROPERLY d", 6 AND 10' ALIGNED. VENT PIPE IS 9EALE01FlITLPEO.NN.NPIACE SHOWN IN f'GALVANQED USING t-tId"NAILS AT EACHCORNER. ROOFTJGCEMEM SHOULD SE RAND TOALLSHNQEEDGESNEARTiE /mod IXffFR.. AND PROIINDTHEEMRE PERIMEf61AS CUTOUTTHEOGOSE-ENI VEMCPENNG CEWTHT RECOMMENOEDNSEVERE WEPTIER COASTAL SHEATHING.3IZN NE EVENTANACCOf—VENTFANG COISRNGTNMI ZONES. CHART SHOWN. N THE EVEN! A MECHANICAL VEM FAN e USED, THE VEMOFENING IN ACEWRH VENT FANAN MANUFACTURES %%NGCONNECRC0NNE—N 1. CTIQIS DONOT. DONOTCl1T NlOTRUSSES OR RAFTERS VMEN CUITNGTIE OPENING N 111E RIXY. �v R NTERRGSNA ERMTETHEOENINGSA—ENNPOTNHE OHEVENT YUTTCTHERE-A—E 1 T-ANDSDE G—HEVENTLAAND-EER SHINGLES.ALLOW THE BOTTOM VEMRMTES TO UYW �e�v THIN-E OF THE SHINE- —'ll ROOF HOOD VENT DETAIL CUT MOueII~ AT IS' AISLE 2""B 9' CUT 1ldueeewAP LSE CT WINDOW ED BTID MALL TCTOR,wLY FOLO4A-. SEC MOUNM P (o TUCK RAP UNO A MEAD FOLD MOUSSE N AT JAMSS I SLOE BILL N STEP 1 INSTALL S'— SW-ADIERIMS FLANLq OVER NAILNS FLAWA JAsa VINYL MEAD FLMNNS (am DAT'MJNALNS FLA SE 1 OW-ADII®SM FLASMNS I' MN BEYOND JAM IMPALL V*M CAP EXTEND RIG MN 1' BELOW BILL FLlX1SLE rLAePLAO Mlls 1014M SEAL BOTTOM FN STEP 6 A! M PI AII L M PLASIS SI IR. ED" OF SILL RA FASTW PAM* EDGEA(CAP NALA STAT.EW INSTALL 0~ FLE)IRAP AG n FLAMINS AT THE FOLD MOUNNRAP DON . TAPE DIAGONAL CUT . AOROM MEAD OF WO0111 PLUMBING VENT DETAILS SCALE' NTS 64a1 AND MEAD a MTLY TO BACK OF S,CLW NALNG LANE[ N LIi eF .OLES OR SLOTS. INSTALL W WIDE ADHSNVE - EAOCED PLE)daLE PLASHNIM MATERIAL OtVR DRIP CAP JOINT(PROIECTO4~ m-26M — E(AIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 OVER JOM VALLEY CENT9itlE JS'WIDE VALLEY H/91.LG NOFgSTNER9 WRHN 50p ORHEAVERFELT g•OF CENIERLNE II MRA FASTNERSM UNDERIAYMENT ENO CF 9HNd.E xiENp FNO SNN(iE AT LEPST tYRk RLD ASPHALT I VALLEYCEMERINE —E NT / CEMM "CLiPP®0=F CORNER AT 4fi CEtliEE9 tim I. IT IS THE CONTACTORS, R'.M40FIS/LLTY TO VEIRFY ROOF VALLEY DETAIL THE `°"IPATI°I M TS °" "�"I° N�WD"G SCALE' NTS R.ASNNS MATERIALS USED DISRS,N CONSTRUMON. . NBTALL ALL MATERIALS FPSR f-WWACTUR M WIUIEN SPECl1CATI&A Wm2mI SEAANT LS MAY REACT ADVERSELY IF NOT CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW R% FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE. REPAIR SCHEME SWOIW SHALL BE I'E°LEMENTED AT ALL WNDOIW WITH EVIDENCE OF WATER NTRIGION BELOW T4E WINDOW OPENNG � INTERIOR PERMETER OF WINDOW WTH AFP9-Y OBI IOU (O EOIIAl) SEALANT 1 FLUID AILED R.ASMNB(LANCO WHITE -SEAL RD-a OR EOUALL BLOM BILL TO EH Monk L IT NI THE CONTACTORS FEAFU DIENLTY TO VERFY " COMPATIBILITY OF ALL PRODUCTS NOACM SEALANTS . SSl-ADHEI@lS FLASHING MATERIALS UEW OUEE4 CONETRUCTK71 2. PLASHNS AT EXTERIOR UN'OOM AND DOOR OPUNI AGS, SHALL BE INSTALLED N ACCORDANCE Wnl MASFACT RV" INSTALLATION VOTRUCTIQO AND APPROVED METHOD U OF I = IRTOeA U N ACCORDANCE WTN FEFSTSTRATION MASFACIUIR'S INSTALLATION AD FLA000 NSTRIICT"lw WYS M& SEALANTS MAY REACT ADVERSELY P CQIPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE' FITS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-774-4078 wwwsbdesigrlgruuP-�m AA S: 0003325 rV Q b a L C auzmiv. at LOT ABBOTT PARK LOT #1 BLK #14 PHASE: 4C PROJ=T# 04181.04C-0114 xoaalr 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH vtorr F10/26/21 1/4'=1'-0" A5 i / 1/8, —2x6 SUB-BANb W/I'X4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE t\ \ --I/8' TEXTURED I \ FINISH a WOOD 1 1/2' TEXTURED \ FINISH a CMU r \ i'; . ✓ ' METAL FASCIA \ WRAP)-' FROM \\ ,j STUCCO, 1' FROM \ ------------ !4 All WOOD WALL \ \ EXTERIOR WALL \\ e (FRAME OR CMU) \ `\ NOT : NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®PLAN A METAL FASCIA WRAP 2x6 BUD BANG— - M ©PLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) �1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL l/V TEXRIRED FMISH • WOOD, IQ' TEXRIRED PMIBH • CNN METAL LATH .WOOD SHEATHIN@ OR cm WRB LAYER q, STUCCO WRAP(FRAME ONLY) WRB LAYER s2, FORTIMBER BUILOMG PAPER (PRANE CXCY) DRIP EDCsE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/11 'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x 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 1 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 R WALL W/KICK-OUT kME OR CMU T 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 a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT is ROOF EDGE OMITTED FOR CLARITY iME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASF-IING, WRAPPED MIN. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA Yx4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWngroup.com AA #: 0003325 0 IP um & LOT:BBOTT PARK LOT #1 BLK. #14 PHASE:4C ROJ=Tjp 04181.04C-01141 awDSL 3EEB "2260-EISTON" GARAGE BVWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. f10/26/21 CALIM 1/4"=1'-0 '[13CET 1 FOUNDATION NOTES 17'-7" TE-1 F----7 T-T 26'-2" @ •-0^ 4" CONC. w LL TOP OF SLAB N n I?iu SLAB wl IOU io p I FM-16X,8 — — — — — I EXTEND I 6'-4" •`` IT-2" SLAB 1 ,/2" 10' 2" a v iV I ( I I I 4" PVC CHASEA�;�` X m AO'-d' LL v ILL TOP OF I H SLAB o CL z u u UP TO 2ND FLOOR N u (FIELD VERIFY ii EXACT LOCATION) 11 9 I I <p I LI 1- — — — — — — — -1 CWC-,BX,2 F-24 4 .-' X 7 8" ao 23 �" o tO I I� U ml CWC-,6X12 EXTEND - I SLAB 1 ,/r 18 t? ( EXTEND I FM-18X18 5 1/2, r SLAB 1 1/2" OF�T-5' T-7" I 14'-8" 614" 4" CONC. m I m SLAB WI LL I I R 4 ILL ya I LLI —FMM=16X,8 o I sM. 2 1A v rn q I ILL I r I4 I 4 I L — a — — FM-16X18— J '-4" 5'4" '-4" 2'-10" 16'-0" 2'-10" 21'-W 29'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 4-04'. 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 WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATES 95 BAR, ONDICATES #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 (95= 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #TS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS 84 ACCORDANCE WITH TMS 400502-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/802-18, 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 T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS 11,11 WL4-1 4 OVER 2 3 1' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA6x18 16' CONTINUOUS 19, - (2)#5's FMCAQx18 16' CONTINUOUS 16' - (2)#5's VARIES TEA 8" SEE PLAN 8" - (1)#5% TE-2 12, SEE PLAN 1(r - (2) #Fs F-24x24 24" 24" 12' (2) #Ss (2) #5% F2-24>24 24' 24" 1 16' (2) *Ss (2) *Vs (-)1".0• CW-16X12 16• CWC-16Xj 21 16' CONTINUOUS 1r - (2)#5's #S IN CURB VARIES F1-3OX30 3(" 311 tr (3)!/5's (3)#5's (-)0S' F1-24X24 24" 24" 1r (2)115's (2)#5's (-)04" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 w Abdesoigroup.00m AA #: 0003325 , O o pp L` C Ll I aysn;ty a# IAT: ABBOTT PARK LOT #1 BLK #14 PHASE:4C PllOJSCT# 04181.04C-01141 MODIC11" 3EEB "2260—EISTON" GARA M 8WING: RIGHT PACES: FOUNDATION PLAN 160 MPH EXP. C D-F � 10/26/21 scAim- 1/4'=1'-0" aHSST s1 30" MIN. EACH WAY C MONOLITHIC FOOTING « .P STE EL REINFORCING IN GROUTED s CELL SEE PLAN FOR SIZE AND _ STEEL REINFORCING IN GROUTED•? CELL SEE PLAN FOR SIZE AND •� o• SPACING REQUIREMENTS SPACING REQUIREMENTS ..' ._ GARAGE DOOR RECESS FM •, u o a°i .. CORNER BARS, SAME SIZE AS LARGER BAR w B' p w 6" CMU WALL > .ol FOUNDATION WITH LEG EACH y m 5, e" CMU VVgLL, b d WAYIN W AT ALL CHANGES IN DIRECTIONS � 4. b a «_ 0'1Y' ' ..• SO THAT THE STEEL REINF, IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUWS BARS ? TOP OF SLAB ... :.. ` • SEE SLAB SCHEDULE _ • VARIES - TOP OF GARAGE Q' • I CONTINUOUS STEEL MONOLITHIC � FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET /=p. AT ELEV: EXT. PORCH SLAB BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) . , _•- SEE SLAB SCHEDULE ' 0'-(" #3 is, ISO RE 6" CHAMFER (2-STORY) EXT. PORCH SLAB W/ 1f2" ISOLATION I • 4" CHAMFER (1STORY) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING JOINT NT JOINT ERE ♦ • f/4 24" APPLICABLE) SEE SCHEDULE l a JOINT (WA4ERE �, •! • ' 6" CHAMFER 2-STORY) ( h DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST F0RMD#5 3P BAR SIZE APPLICABLE) 4. SEE SCHEMLE FORMID BAR 512E NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO AND BARQUANRIY #6 3B' AND BAR AND BARQUANmY #7 42' MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING CORNER BARS DETAIL DOOR OPENING 1 3 A 4 GARAGE scALE:3r4=na SCALE 34"=1'-0 SCAIE 34"=1'-0' El 1E (1) #5 REBAR VERTICALLY W/COW s w POURED CELL s 6" CMU S #4 REBAR �24" O.C. @ CENTER OF LAP TOP PLATE A MIN. OF 48' SLAB AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT z LAP TO OCCUR OVER STUD OF WALL WH PLAN NEW REINF. BAR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL Wf SYP No 2 STUDS SEE PLANS FOR ' SECURED W/2-PART SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE • 22 CAPPED yw MIN. EMBED g I 1/2"xB" WEDGE ANCHOR Wf 2" TOBEPT_ PROVIDE DBL TOP _ § GALVANIZED PIPE a 8'P UNO WASHER SET IN HIGH STRENGTH iy 4" CONC., REINF. W/ j 6"Ar #10 WWM ON W/FLANGE @ BASE i ii FOLLOW ALL MANF. EPDXY 5-12" EMBED. MIN. 0 18' OC SIMPSON SPH4 OR SPH6 MAX 8-MIL POLY ETHYLENE s m SPECIFICATIONS FOR I BTM AND TOP PLATE w — VAPOR BARRIER ON �I b USE �8 PREPARATION OF ANCHORS W/1Odx 112 s T0' WELL -COMPACTED •) w p d' C HOLE. COMMON NAILS FILL ALL CLEAN FILL TERMITE HOLES, DO NOT USE tOd 111 TREATMENT SHALL BE .. SECURE FLANGE TO x 3,• SEE SLAB SCHEDULE BORA-CARE e��. - SLAB WH(4) 1/4" X 21/4" ; ..�,. TAPCONS (2) CONT. #4 REBAR • PQC� TOPp « . OF SLAB , h —� 2) #5 REBAR CHAIRS ON 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) 2,000 PSF VIRGIN SOIL OR 95%• 12" MIN. DEPTH INTO z COMPACTED SOIL �.• VIRGIN OR ENGINEERED SOIL i 8 H SLAB HEIGHT LESS THAN 8S" O PER PUN EQ. EQ. SEE SCHEMLE FOR MD, BAR SIZE EXTERIOR MONO DEEP ADDING BAR TO AND BAR QUANTITY FOOTING W/ BLOCK WALL BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 1A F (� 7 SCALE: 31,V=1'01' (W/ UPLIFT) scALE: 314=1'-0^ `" 30ALE: 3/4"=1'-0" `• SCALEt 3/4"=1'-(T LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL Wf PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL Wf SYPSTUDS SEE No 2SPACING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PA PLANS FOR SNG. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. O ADDITIONAL METAL AOMETAL CONNECTORSNOT REQUIREDWHENN CONNECTORSNOT REQUIRED WHEN NO O% �i B" CMU WALL �; POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. •�••; B" CMU FILLED CELL (NP.) b Ie' _ TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING -a.SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND TOP OF SLAB "ISOLATED" COLUMN PAD 16" O.C. VERTICALLY MAX -� CENTERED UNDER WALLAND POURED MONOLITHICALLYWITH FOUNDATION AND SLAB 4 ' j SEE SCHEMLE SEE SCHEDULE FCR MD. BAR SIZE EQ. EQ. SEE SCHEDULE'�jC� FOR MD, BAR SIZE AND BAR CUAMDY L AND BAR QUANITTY FOR MD, BAR SIZE ZI AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO $ INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL ' SCALE 3/4"=r-a• (NO UPLIFT) 10 OOTING AND COL. PAD SCALE:34"=T-0 BLOCK WALL CONNECTION 11 scALE: 34"=r-R' scALE 3a"=1-v (NO UPLIFT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774"4078 wwW.abdesigngroup com AA #: 0003325 r°H Q b C 0 R SV0DIV. de LOT. ABBOTT PARK LOT #1 BLK #14 PHASE: 4C 04181.04C-01141 HODZ I. 3EEB "2260-EISTON" GARAGE 8WENG: RIGHT PAGE: DETAILS 160 MPH E DI' TM 10/26/21 SCALE: 1/4e=f-0" SHEET St. IA PAVERS a47' w TOE Mow; --- E SEE SCHEWLE FOR W%D, BAR SIZE AND BAR QUANRrY TRENCH FOOTING AT ALL PAVER AREAS SCALE: 12"=1'-(7' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" CYC BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING SINGLE BTM. PLATE TO BE PT, PROVIDE DEL. TOP PLATE SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 1Od x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/ 1/2"x8" WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH EPDXY 5-112" EMBED. MIN. (m 16" OC MAX SLAB SCHEDULE EXT. PORCH SLAB W/ 112" ISOLATION JOINT (VMERE APPLICABLE) 6" PVC CHASE — THRU FOOTING SEE SCHEWLE FOR WND, BAR SITE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL SCALE:-0" (W/ UPLIFT) MIN. lir TREAD WN 'NOSE #4 FEW (TYP.) ate•.. .i TOP OF 1/2" RADIUS OR • CHAMFER ww ^� w ��:.• hW li 2EXTERIOR STAIR DETAIL SCALE: 12"=1'-P STEEL REINFORCING IN GROUTED ,f CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS U as O w bs as 8•' CMU WALL SEE SLAB SCHEDULE _ 4" CHAMFER (15TORY) 6" CHAMFER (2STORY) A7CH STEEL REINFORCEMENT it PER SCHEDULE SEE SCHE FOR WAD, BARR S1 AND BAR QUANTITY STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o' 8' CMU WALL rc� o" e . 7 SEE SLAB SCHEDULE ;EQED SEE SCHEDULE FDA WD, BAR SIZE AND BAR QUANITITY INTERIOR CURB FOUNDATION CMU WALL 3 SCALE: 3/4"=1'-0' BAR SIZE ADIA 48 BR M u #3 1 #4 24 #5 3a #6 36 #7 PVC CHASE - THRU FOOTING SCALE: 3/4"=1'-a' 4G REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i rc 8" CMU WALL �a g N SEE SLAB SCHEDULE R SEE SCHEDULE FOR -D, BAR SIZE AND BAR QUANM INTERIOR FOUNDATION CMU WALL 4 0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-774"4078 ww W.abdeaigrgroup.com AA #: 0003325 h � ee O L; C 9 Q` R LiiiSfff BUBDIV• at IAT: ABBOTT PARK LOT #1 BLK #14 PHASE:4C Pft0"=T 04181.04C- 1141 MODZI,: 3EEB "2260-ELSTON" GARAGE awlxo: RIGHT PAGE: DETAILS 160 MPHW. R 10/26/21 : 1/4"=1'-0" 1.1B TIE VERTICAL REBAR TO HORIZATIIXJAL REBAR W/ 10' HOOK GROUTED BOND BEAM '4' VARIES PER ELEV- • 71E VERTICAL REBAR �� TO HORIZONTAL 7 ° e GROUTED BOND BEAM - VARIES PER ELEV. . n 1441 N. RONALD REAGAN BLVD. .° LONGWOOD, FL32750 a : PH: 407-77"O.18 c FAX: 407-774-0078 w AbdesWgroup.eom AA #: 0003325 p b i0 s O g p BAR SIZE 48 BAR DIA I #4 2CMU UNIT 4" m ONS ARE NOMINAL SIZI IZES #6 30 OFFSET METHOD CONTINUOUS BAR SZE 46 BAR DIA HORIZONTAWMETHOD 24 O16 ERTICAL HORIZONTAWERTICAL #s 30' 3 MASONRY SYMBOLS SCALE:3/4-l'-0• to 1 REINFORCING REINFORCING #36 #67 47'K w SCALE: 3�4"=1'-0' SCALE: O NEW REINF, BAR SECURED W/2-PART n g EPDXY. MIN. EMBED ] 6"• UNO d FOLLOW ALL MANE. o SPECIFICATIONS FOR I m USE AND j PREPARATION OF HOLE. . 4 STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: atn3nly. At LflT: ABBOTT PARK LOT #1 BLK #14 PHASE: 4C P1�OJECT* 04181.04C-01141 MODM : 3EEB "2260—ELSTON" GARA16E BWMWCF: RIGHT PAGM DETAILS 160 MPH E DRurr ATM 10/26/21 SCALE: 1/4"=1'-0" 8*11= St.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA 18 VI (9)10d x i 12" HDG NABS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12' HOG NAILS, WOOD TO WDOD: SIMPSON H10A OR LGT2 W/ 1Od 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 METALCONNECTORS ARE TO BE GALVANIZED. 5. UNTELS 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 UNTELS 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' " x 2 7/8' LONG, WITH WASHER Q 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. HEADER SCHEDULE MARK DE$CftY l ON REMARK O(2)2x8 (2) 2X12 BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF SEAM I B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I 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 (fI) WH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 I (1)#5 0)*5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (i)C6 N/A GROUTED SOU. SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-lT/0MA)B BTM. (9 6'48" s FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwandestgngmup.mm AA #: 0003325 h m s�� h C C R Sumly de Lois ABBOTT PARK TAT #1 BLK #14 PHASE: 4C Pmn=T#1 04181.04C-01141 MODEL' 3EEB "2260—ELSTON" GARAGE SWING: I RIGHTPAGE:FIRST FLOOR IFT BEAM PLAN AND NOTES 160 MPH EXP. C 01 D TM 10/26/21 SCALE: 1 /4"=1'-0" S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8-&, ffiza 1. PLACE LINTEL ACROSSTOP OF OPENING BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN UNTEL Dig 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t ,hY PLACE STEEL HEIGHT #5 CCOURSE OF BOND BEAM ORNER BAR W/ 30" LAP FOR EACH VERTICAL REBAR W/ 10" HOOK dr REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYR 8'.16' b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. a�a. 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. 8xlB DBL BOND TOP OF BEAM W/(i)#S BAR BOND BEAM ,N�O� EACH COURSE • 8x8 BOND BEAM Op OF 3P TYPICAL • W/(1)#S BAR BOND BEAM D W GROUT I p'M� U = UNFEILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH —*OF il5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 � R Bx8 PRE -CAST CONCRETE l ems. �16-1 LJ LINTEL W/ (1) #5 BAR (L2) �pPE NOMINAL LENGTH OF BAR =WIDTH OF MASONRY CORNER HEIGHT # OF #5'S, TOP BOND BEAM COURSE OPENING-2 2 BEAM DESIGNATION IT IB THIS ENGINEER5INTEN7 OR REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-O' THATXF%X-1T/1MAB INDICATES A DOUBLE BONG BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34'=1'-0 AND XFXX-ITVAOB INDICATES ASINGLESONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER IT ISTHIS ENGINEERSINTENT TO PLAN FOR LOCATIONS OP AND XUXX-1T/1 MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX -1T&" INDICATES A SINGLE BOND SEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 SINGLE BOND BEAM AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1 /4"1 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN IAA _ EMBEDMENT #5 BAR BENT AS SHORN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE AST 1Ai" N OR DRIVE PIN (MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE.300 SILL 5 MIN EMBEDMENT 1114�8" = SLOPE FROM EACH END AND 18' N 1- BED ENTV4' EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/15 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE. 145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHINGW/ UPPER AND LOWER #5 MINREQUIRED IN . BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN i-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT VCMU TOP BOND BEAM VW 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0' SILL CONSTRUCTION �4�-- ��// 5 ARCHWAY FRAMING DETAIL SCALE: 3W=V-O" PROVIDE 3" DIAL HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I SINGLE #5 CORNER BAR, 30.30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND, BEAM II I II / - u U 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE 05 BAR AT EACH SIDE U E BE PLAN. I I / 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'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigVoup.com AA #: 0003325 2 3 dF1' SSS444---q�C C � .4 3 sunDLV. at LOT: ABBOTT PARK LOT #1 BLK #14 PHASE: 4C PROJECT/ 04181.04C-01141 MODEL: 3EEB "2260-ELSTON" GARAGE SWMWO: RIGHT PAGE: DETAILS V. 160 MPH E 202 �O DAM 10/26/21 SICAM 1/4-=1'-0" si3EET S2.1A "LOTT'S 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 LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 0B 816WIS 61 1 1T 1TXI6 1TA9 TYPE LENGTH 8/8 PLAIN Sm SOLID TYPE LENGTH 8161T 8n 61T 800-IT 81244T 808-1T 8)32-1T 67Tn 1T11 1Tn 1Tn 1Tn 815.2r 9n62r 5/162T 824-2T MW 5182,2T 3'4• PRECAST 1438 952 3114 4217 5321 6426 7531 Tor PRECAST m1024 74r PRECAST 1500 3524 4304 5203 6132 7001 2456 8119 8356 7708 9031 10000 1589 3624 4994 5268 8132 7001 4'-0' PRECAST 1065 2905 31ffi 3916 4786 5687 4'4r PRECAST 514 763 4W PRECAST 1383 9080 3815 4570 8325 8079 1981 0113 7192 GM 7627 8761 1363 3080 3515 4570 6325 8079 V-W PRECAST 819 633 1770 2400 3033 3856 4300 *4r PRECAST 398 w V4r PRECAST 1207 2582 3375 4043 4711 5379 105 6743 7547 GM 6541 7506 1207 2707 3375 4043 47" 5379 6�• PRECAST 931 1247 1899 25W 3123 3688 4249 6�• PRECAST 411 411 6-4' PRECAST 1018 1808 2374 29" 3613 4084 1319 44W 7198 7342 6780 6250 1018 2276 2898 3309 3061 4084 6-10' PRECAST 817 1024 101 2W0 2649 3009 3470 6-10' PRECAST 340 339 5'-10' PRECAST ON UN1971 2443 MIS 3387 1181 3593 58" am6548 920 mw 2503 3107 3620 4133 8'$' PRECAST 1130 3227 3D31 3707 4303 5051 8$" PRECAST 4/0 721 8'$' PRECAST 835 12D1 Ism1956 2332 2700 1130 3227 4598 7054 10000 8825 835 1858 23n 279D 3251 3712 r4r PRECAST 570 938 2498 2206 21M 3191 38115 r4r PRECAST 303 534 r-w PRECAST 7t8 900 1181 1452 1743 2025 938 2498 3408 ON 7087 84n m 1524 2025 2428 2627 3228 9'A• PRECAST 428 533 1b93 2204 2481 2818 2821 94" PRECAST 192 384 9'-C PRECAST 454 586 787 948 1120 1310 839 W4 2298 3081 4099 4899 572 1318 1643 1980 2164 2519 10'$ PRECAST 487 1247 7787 1904 2163 2028 10�• PRECAST 151 301 10'$ PRECAST 358 468 612 755 m 1042 560 1407 1597 2781 3222 3794 504 1180 1472 1753 1710 1989 PRECAST 330 6" 1312 1742 2252 2585 3030 11'�' PRECAS 132 417 11' 4' PRECAST 430 406 530 853 777 872 544 1912 1742 2252 2888 3662 488 1042 1972 1849 1470 1 1710 1r-0• PRECAST 308 507 1210 1698 200 2688 3101 1r-0• PRECAST 111 370 1r-0• PRECAST 383 388 470 607 098 783 507 1210 1598 1048 2688 3171 440 940 1300 1680 1914 1478 174" PRECAST 270 433 1045 1385 1732 2157 2635 13W PRECAST 82 298 13'4' PRECAST 30B 303 303 484 575 846 414 1045 1305 1732 2316 2005 396 WIG 1057 1312 1071 12D3 14'-0• PRECAST 254 366 978 1272 1808 1988 2279 W4r PRECAST 71 293 14'-U• PRECAST 279 278 300 443 626 No 390 976 1272 1608 1950 2389 717 981 1192 075 1133 14'-8' PRESTRESSED N.R NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'$' PRESTRESSED 422 505 525 746 855 ,� 1079 1429 1824 22T7 2712 so B80 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4• PRESTRESSED N.R.252 16-4• PRESTRESSED r224 987 484 574 584 7W412 1014 1340 1703 2118 2613 816 908 1134 1353 1572 PRESTRESSED N.R NR NR NR NR NR NR 1T-4• PRESTRESSED N.R 183 1T-4• PRESTRESSED 328 365 451 587 5801T-4• 300 Mg tt2t t4t3 1739 2047 606 720 501 1135 1312 19�• PRESTRESSED N.R.19'4' NR NR NR NR NR NR PRESTRESSED N. 148 19'4' PRESTRESSED 102 200 us 430 513 5% 2� 796 959 1200 7487 1718 185 429 823 e03 950 toes 21'�' PRESTRESSED N.R NR NR NR NR NR NR 21' 4' PRESTRESSED N.R 125 21'�• PRESTRESSED 142 210 306 361 464 527 180 598 833 1038 1158 7488 142 973 697 890 818 949 2Z4r PRESTRESSED N.R. NR NR NR NR NR NR 2Z4r PRESTRESSED N.R 116 2r-0• PRESTRESSED 137 2ze 290 350 428 497 165 650 784 992 11Q3 1381 IV358 513 ON779 900 24'-V PRESTRESSED N.R. NR NR NR NR NR NR 24,-0• PRESTRESSED N.R 91 24'-0" PRESTRESSED 124 174 245 302 300 418 120 460 654 824 1014 1147 124 319 456 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES• BY QUALITY 2018 EDITION, LOT rS MAY 2015 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 ACCEPTANCEk 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm L AA #: 0003325 o+ o a C IA xngDly ae LATBBOTT PARK LOT #1 BLK #14 PHASE: 4C ROJECT* 04181.04C-01 41 3LODEL 3EEB "2260—ELSTON" GARAGE 8111I11TG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C mn Dp � 10/26/21 wcJ% 9.1/4-=1'—O" 8192 T S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 1117 HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HI GA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. UNTELS 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 WLL 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 ACC71JATED FASTENER, ZF 72 P8S38, .177"' x 2 7/8" LONG, WITH WASHER Q 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 / ENWINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 L13S SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3- TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRwnoN REINFORCEMENT D1 44 (3 112W 12") HTT4 W/ 51W" DIA x 5" EXP- SYP. PT, WOOD POST BOLT 04 (3 1/70 12") ABU44 W/ 5/8" DIA. x 5" Q W SYP. PT, WOPOST EXP. BOLT r--------- FIRE I____L__ L-----------i 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. _ a I STOP FLR.TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS �I i 3/4" PLYWOODI DRAFTSTOP .�;E PRE-ENG. FLR. JOISTS (I 2X4 NAILER FOR DRAFTSTOP 314" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS '41 V 11 IIfI IIII I11I I �i1I?1I �I !I;I "''IINI N I1I1II I1II1I IiIIiI I1II1I IiIIItI1I1II '1�i1Ii1I ixtill 11111111 1Iii1I 1Ii1It iI��tI iIIiII —t� n u 1 u n IiiI 11 11 11 11 1t u u n u u 1 n n 11 11 It 11 It 11 It it 1 n n n u n u u 1 II II II II II II II II II II II II II( III II II II II II II II � III--il II II II II II II II II II II II II II II II II II II 11 l u a u1 ° FJ2I u n n n 1 Jan u u to 11u nFJ1u n u 4 11�11�111111-11 1 3.1 l II II II11 to 11 II11'1'1'tor I111 1 If It 11 11 at 11 11II u I to 1 n 1 uI, l 111111111111 n n u n u u II II II II II II 11 II 11 II II II II II- III u u u u n H u u u u \ u u R u u u u n u u II II it II II II II II II II " �) II II II II II II II II II (I Ir " o' II II II II II II II II II II - II II II II 2X4 WOOD it11 ARING SECURE 2X72 HDR u u u u n n 1 WALL N0.2 II II II I (S 6- STUDS 18" O.C.. TO -I HDR MTS-20 II II (I II II I) II 0.148"x 212 DBL STUDS �� TOP OF WOOD SIMPSON LGUM46•SDS W (4) 11 11 11 WDt 1 NAILS r n n u u u u WALL EL. 8'$". 11 318" X 4" TITEN HD ANCHORS TO CMU 8 (4) 1 /4" X 212" SDS BMt SCREWS TO BEAM 5 4 DBL STUDS — 1= _ HJ7=_ HJIO 4 2 J6 I HJ7=a SECURE2X12HDR pROVIDEDRAFTSTOPPING TO LB W W/ MTS-20 = _ =ALONG THIS TRUSS AS TO - — 98 108 3 DBL W/(14) 0.148-. 212" LIMIT AREA TO 10DO S.F. 1 1 1 STUDS NAILS --------- PER FBCR 502.12 - -- — - - _-- -- --- SIMPSON HU26 W/(4)IWX 1A -- -=23/4"TITEN2ANCHORSTO CMU 8 (2) IOd X 110 GALV. 3.1 CJ3A c I X n ■ NAILS TO TRUSS N N 9B 1018 3 PREFABRICATED FJOIST 24" O.C. MAX SIMPSON HETA I6W(2)NE 12" WOOD PALS FJ4 FLOOR FRAMING PLAN SCALE: 114" = V-0" WOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 wwwsbdesigngroupwm AA #: 0003325 t' o y�y C sulwiv. k LOT: ABBOTT PARK LOT #1 BLK #14 PHASE:4C Pn0nmTt[11 04181.04C-01141 MODEL" 3EEB "2260-ELSTON" GARACS 8TWCO: RIGHT PAGE: FLOOR FRAMING PLAN 1160 MPH W. C �LAR A NO 9 ATM 10/26/21 SCALE: 1/4'=1'-0 SHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x i -'NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16dx I i NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHORN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) i Dd x 3 4NAILS TO GIRDER AND 12)SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS 1X2 SECURED WY 10d GALV. COMMON NAILS 12 O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFfWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ I Od NAILS, 2 ROM, X O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O✓C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTORS) SQALE:34"_'� SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE E� 8!IOEIlBIOfX 7HG7C86 45DO 3/4" WOOD PANELS 6000 (2) 12"WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 518" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 2" GYP. WL. BD. SECURE ST. PLATE TO SLAB W/1 Od MASONRY NAIL 12 O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. I -JOIST CONNECTION @ L.B.W. (NO UPLIFT) NOTCH DEPTH 1/4"D HOLE EDGE >5/8" I, HOLE DIAMETER < 2/5"D SCL. STUD OUTER U3 OF SPAN ONLY HOLE EDGE>5/8' 011 BTM. HOLE DIAMETER PLATE < 3Ai'D DBL. STUD r AIRING LIMITS 0 SCALE: i 12"=1'-0' ENGINEERED WOOD TRL 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 — TRUSS ANCHOR MATH (9)10dx1} NAILS TO GIRDER. PROVIDES" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING SEE "ROOF/WALLA=LOOK SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-G" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. —A-(1)SIMPSON LGTDS75 GIRDER TIEDOWN 5"TITEN HDTOCMUAND(12)O S *" x 2 i2 TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS J� x 1X2, 2x WOOD FASCIA W TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TEDOWNS WITH 2x SECURED WI 13)16d (2) � x 5"TITEN HD TO CMU AND (18) SDS i x 3" GALV. COMMON NAILS. lx2 SECURED WI 1Dd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED 17' O/C S EE CHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LES (2 PLY MIN.) 322a�2b2c TYPICAL ROOF -CA :34'=1'-0 GIRDER CONNECTOR(S) 8� BY7ERBLOCK 11WOEB8 4500 3/4"WOOD PANELS 6000 (2) 12" LSTA72 20 GAUGE W/ 10dxi2 HDG COMMON NAILS. EACH END TCTALQF 10 LVUI-JOIST WITH BACKER BLOCK L j HTT4 W/ 5Ar A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) i6d x 2-12" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB :• R 4 5 LVL/WOOD POST CONNECTIONS SCALE: 31C=1'-d' A- SIMPSON IUS1.81 /16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/JAOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B -SIMPSON IUS2.37/16 G < 14DO LBS, U <70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G 12900 LEIS, U < 210 LBS W4 (4) 314- WEDGE-BOLT/J-BOLT, S' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10*1-12"GALV NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/JABOLT, S' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E -SIMPSON MIU4.75116 G < 3455 LBS, U < 210 LBS WI (8) 3/4'" WEDGE-BOLT/J-BOLT, 6" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 1(360-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0' V_V MAX(WHX4) OR 19d MAX(W/D(4) T JK MAX.,, OR 2x4 BTM, CHORD BRACING 10'-0" O/C MAXSECURED W/(2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON - HTSM20 W11010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED UNTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �- TITEN 2 ANCHORS MIN. 2" COVER & 2 APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1'-0' Ix4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 6 BTM. CHORD BRACING PERPENDICULAR TO [-JOIST (2) 2X12 OR BTM 21 MAX W/ 21 MAX W/ W MAX. END SYP. P.T. OF SHEATHING WOSST IJ015t SPACING FRONT SEE FRAMING PLAN TYP. TYP. LEDGER END OF • • LEDGER LL • BOARD (2) 2X72 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER & 512" LEDGER WITH IJOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 2C MAX W/ 24• MAX W/ 8" MAX. END SYP. P.T. OF SHEATHING SEE FRAMING PLAN Idasi laasr BPAGND TYP TYP FRONT :r LEDGER `.. , w END OF LEDGER z w y.y m d • • BOARD d `.& ° " 2X8 SVP P.T. 1/4"X8" TAPCON; ;< LEDGER BOARD TO W/3"MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER - TO IJOIST 1. ENSURE THAT EXP.BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS. 4, EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. - 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE I BOLT SIZE IYi.90 D18FN'lOE CENTRAL SPACING A DOUBLE SYP 218 1 1/4" 1 8" 24"OIC MAX 8 DOUBLE SYP 202 1 (2) 314" 1 8" 24" O/C MAX A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLTIJ43OLTITITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS s WOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=1'-0' (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d ® EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 01-W TO 3V-0" (1)"X" BRACE 30'-1- TO 60'-0 (3)'W BRACE (1) "X" BRACE C CENTER (2) .X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2. WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENTAT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2. PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT W/7 WASHER SET IN HIGH. STRENGTH EPDXY e' MIN. EMBED. AT 32' OC MAX SECURE GABLE TOM P.T. PLATE W/12d%6' O.C. MAX CONT. 2.4 SECURED W/ (2) iOd's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS 6DALE 34"=''� THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO o rc A SIMPSON H10A OR LGT2 ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 IIJE FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.andesWkgroup.mm L AA A: 0003325 h s p � � O i 0 avaaly ee LOT. ABBOTT PARK LOT #1 BLK #14 PHASE:4C Plt0j=T* 041 1.04C-01141 MODEL 3EEB "2260-ELSTON" GANAGE awlNG: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXR. C of SIMPSON H6 W7 (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 VJ/ 1818d COMM— ueu - EACH END (JOIST LVLJ PLATE STRAPS W510d x 1 1/2" HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' 8" CMU WALL REINF. PER PLAN PER ELEVATION A. IV PER ELEVATION 2.4 P.T. CEILING NAILER W/ MASONRY NAILS a 17' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x2"LONG @WO.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP IR LEDGER. x 2" LONG @ 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, INS31A CENTERLINE —}" X 6" TAPCONS 8" CMU WALL 3/4" AS SHOWN REINF. PER PLAN VT A„ / PER ELEVATION (JOIST (SEE F ST (SEE FRAMING PLAN) n oViMINGPIPN)PER LEVATION(2) 2x4 P.T. VW 2 SYP #2 LEDGER. SEE MASONRY NAILS CHEDULE, 10/S31A a17'OC. 1X2 FIRE —STOP . . SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL SECTION DETAIL AT I -JOIST PERPENDICULAR BEARING ON EXTERIOR WALL(DIQ SCALE: as"=r-a' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT o PRE-ENG'D V0.70D SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS)(BLOCKING TRUSS TVP ( )@24,OC NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 112" DIA. ANCHOR BOLTWU2 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 W/(2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX B - (2) SIMPSON MT512 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS Wd (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE Pi. LINTEL COURSE PROVIDE DBL. TOP PLATE lk PROVIDE BLOCKING O •o SIMPSON SPH4 OR SPHB BTM 1/2" GYP. WL BO. AND TOP PLATE ANCHORS Wtl 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB Wd CONT. 2x4 SE CURED W/(2)tOd§@EACH FILL AL3.L HOLES, DO NOT USE 12"x9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTION TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 10d x EPDXY 5-1/2" EMBED. MIN. @ 16' '� O'a ClOb '� OC OC MAX SCALE GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ „�,,�„ SCALE: 3 4"=1'-tl' • a• A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV NAILS. '� 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TOTRUSS W/ (16) 1/4"x3"SDS,(1)5/8""A.T.R. TOHDU4 AND(10)1/4"X212'SDSTOP0ST _b TRUSS CONNECTION L.B.W. 9a P08rrO 8LCONNECTION /LB SCALE: 3/4^ 1.0" A&B - SIMPSON ABU447 POST BASE <U: 1,900 G:5,680 W/ 518 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G: 10,335 W/5/8 DIA x6" EXP. BOLT C - 61MPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1? NAILS TO POST. 1441 N. RONALD REAGANBLVD. LONGWOOD, R. 32750 PH: 407-774-6078 FAX: 407-774-4078 W Abdit4pWoup.com AA #: 0003325 K IN �yZEZ ii � s O [PROJIMT1101 tn3DIV. 89 LJOT:BBOTT PARKLOT #1 BLK. #14PHASE: 4C 0418 04C-01141 MODEL• 3EEB "2260—ELSTON" GARAGE STRING: RIGHT PAGE DETAILS (I —JOIST) 160 MPH E 7 1021 i�'1Ir�1 �iF. rr'<'1�1� SCALE: 1/4-=1'-0•' SItEET S3.1B DBL. TOP PLATE CONT. LAP TOP PLATE A MIN. OF 4B' AND NAIL W/ 16d COMMON 2. HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM ® AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD INSTALLATION. PROVIDE 12' FILLER(S). NAIL ALL TOGETHER PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ALL TOGETHER W/ 16d b 2-ROWS, 6" O.C. COMMON NAILS, 2RC WS, 6" s O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND E FRAMING DIRECTLY ABOVE (i) 2x6 FLAT TOE HALED TO 3/4" DIA. x 8" MIN. EXPANSION WINDOW JACK 2x NAILED INTO BOLT W/ 3x3 OVERSIZED AN INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4" MIN. CONC. EMBEDMENT SECTION A FILLER BELOW Wi 16d -A � I COMMON NAILS, 6" O.C. SHORT 2x STUDS BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 72" PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING ALL TOGETHER W! 16d AND ANY PLYWOOD SEAMS ^ s COMMON NAILS, 2JRCWS, 6" W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C, END b SIZE AND QUANITY PROVIDE 1x WOOD FILLER(S). ® NAILS ALL TOGETHER WN 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 12" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES /'-0- OR SPHB TOP 880TTOM MIN. TOP RATE SPACE STUD PLATE TIES WN 10d x 1 AND NAIL W/ ied COMMON 7/2" GALV. COMMON NAILS NAILS, 2-ROWS,O.C. (AT EACH DO EVERY HOLE . DO NO NOT USE LE � 3" LONG NAILS T MEMBER OF TOP — LnBTM. PLATE SPLICE MUST LSTA18 W/ 10dx3" G41-V. COMMON OCCUR OVER STUD NAILS, (7) EACH END TOTAL OF 14 2x MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS TYP. ONLY FLIM7244 (1) 2x FLAT TOE NAILED TO W/ (2) 16d NAILS EACH END JACK STUDS SEE SCHED OR # STUDS NDER EADER SEE SCHED FOR # FULL HEIGHT x STUDS HILL 314" DIA X 8" MIN EXP. BOLT W/ 4" `O F 4" 3X3 OVERSIZED WASHERS PLACED 4" 32" MAX TYP. TYP. 32' O/C 6" MIN CONC.EMBED. T 1 1 1, C-C SPACING 16" MAX .. 16" MAX. (3) 2x12 HEADER PROVIDE DBL. TOP PLATE 1/2" PLYWOOD FILLER(S). NAIL ALLTOGETHERW/16d CONT. COMMON NAILS, 2-ROWS, 6" _ o O.0 h 2z12Y 2cI016 26's LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2z6 (2) 2x8 (3)2.8 (2)2.10 (3) 2X70 (2) 2.12 (3) 2x12 MVACM @WG.G 9=VN, §W0.G 0-2ft a (y O y U2z6 Ygj 2 2x4 2 2z4 (3)2x4 (3)2x4 SPAN KINGS SPAN KINGS 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2)2,6 (2) 2x6 (3) 2x6 3-4ft 0 - 2 R 3-4ft 1 2 0 - 2I 3-4ft 1 2 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x4 2.6 R 2.6 (2)2x6 (2)2x6 (2)2)6 (2)2x6 (2y2x6 5-6ft 2x4 2X4 2 2x4 (212.4 2 2x4 2 2x4 2 2x4 5-6ft 3 5-6ft 2 2.6 2xe 2x6 2.6 (2) 2,6 (2) 2X6 (2) 2x6 7 - e R 3 7 -eft 3 2x4 2x4 2x4 2 2z4 2 2x4 2 2x4 2 2x4 7-Bft 9-loft 5 9-10R 3 2x6 2X6 2x6 2 2x8 2x.8 (2)2x6 9-�12ft 2X4 2z4 2x4 2 2x4 2 2x4 2 Zx4 2 2x4 10 - 12 ft 6 10 - 12 ft 4 2x6 2x6 2x6 2z6 2x6 2x6 10 - 2z4 2x4 2x4 2x4 2 2x4 2 2x4 2 2.4 2x6 2.6 2.6 2x6 2x6 2x6 2ze TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL I SCALE: 3/4"=1'-0" 16" MAX PROVIDE (3) STUDS@ SNAIL STUDS /—NAILSTUDS PROVIDE (3) STUDS@ CORNERS LAPTOP TOGETHER VW J/ TOGETHER W/ CORNERS LAPTOP PLATE MEMBERS 12d ® 12' O.C. 12d @ 12' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS@ PLYWOOD SHEATHING, "ROOF/WALUFLOOR SHEATHING CORNERS LAPTOP SEE "ROOF/WALL/FLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER SCHEDULE" — PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D IS' MAX C1 EXTERIOR MASONRY/WOOD PROVIDECORN CONNECTIONS RSLA TOP CORNERS MEMBERS PLATE MEMBERS 2 PLACE 30# ROOF FELT BEHIND SCALE: 1 12"=1'-U' VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d @ 12' O.C. 1/2" DIA. SIMPSON TITEN BOLTS 5" MINIMUM 12" DIA. SIMPSON TITEN BOLTS 6' MINIMUM PLVVJOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDSAND FASTENER SCHEDULE" 78" O/C, VERTICALLY MAX 16" O/C, VERTICALLY MAX CO l,0 -NAIL STUDS TOGETHER W/ 12d a 1210.C. I SHEATHING ON S INTERIOR I A I A B EXTERIOR OF WOOD WALL 1 2x TO BLOCK ON 2x4 WALL () PLACE 30# ROOF FELT (7) 2z TO BLOCK ON 2x4 WALL (2) 2x TO BLOCK ON 2x6 626 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2x6 8 2,8 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.abdes4Moup.mm AA #: 0003325 ps rs 0 C su=xv. ac LOOT: ABBOTT PARK LOT #1 BLK- #14 PHASE: 4C PLlO"mTo 04181.04C-01141 HoDmu 3EEB "2260—EISTON" GALlAGE 81TWG: RIGHT PAGE: DETAILS 160 MPH Dw10/26/21 SCAM- 1/4"=1'-0" ff*1EET S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4" = P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdes�qpWoup.eom L AA #: 0003325 h K n a O rr !Jill aysDsv. at LOT: ABBOTT PARK LOT #1 BLK #14 PHASE:4C PItoj=Tjp 04181.04C-0114 MODZI. 3EEB "2260—ELSTON" GAPMOZ BVMCG: RIGHT PAcs: SECOND FLOOR DOWEL PLAN 160 MPH OT Uf DAB 10/28/21 aCALE: 1/4"=1'-0" aliEw 54.E FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1 r2l 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF UNTELS ARE TO BE PLACED ATTOP OF WINDOW, DOORAND CLEAR SPAN OPENINGS. 8. UNTELS SHALL HAVE 4" NOMINAL BEARING (4'). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, 2F 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM G-0FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE �� DESCRIO REMARK (2)ZO (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.$ = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ( ) SIZE REINFORCEMENT STIRRUPS REMARKS BTW TOP 1 MID SIZE SPACI B81 MASONRY 3000 8.16 (1)#5 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-1T/OLWB UNO PROVIDE BB2 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 17'4" UNO SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" =1'-0" 1 1 1 1 c 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1 4 1 - 1 1 1 • • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 w .abde•Iggoup.com AA 4: 0003325 I All O t I I O 4i1 L -3 aysDIV" s TAT: ABBOTT PARK LOT #1 BLK #14 PHASE:4C PROJMTIP 04181.04C-01141 HODSL7 3EEB "2260-ELSTON" CAN 03C awtxO: RIGHT PADS: SECOND FLOOR LIFT BEAM PLAN AND NOTES 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 1Q" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 1Od x i 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. UNTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO AUGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2z MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ` x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERSARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES_ 1 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. U U U ROOF FRAMING PLAN SCALE: 1/4" = V-0" 09 U Q U m0 0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdas[gngroup.wm AA k: 0003325 h O A LIT3 I E 0 aUBDIV. 6. LAW`. ABBOTT PARK LOT #1 BLK #14 PHASE:4C 1piltonmTo 04181.04C-01141 MODZ7. 3EEB "2260-ELSTON" GARAGIC SIM90: RIGHT PAGZ. ROOF FRAMING PLAN 160 MPH JXP. DA s ` 10/26/21 aCALE: 1/4-=1'-0" alfzw s6 • I I GASLE END ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 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 (10080) ZONE 2r = 82.90 PSF (92.90) 'A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY:N APPLICABLE INTERNAL PRESSURE COEFFICIENT: -P 0.18 ROOFDMP!HRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4000).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS@4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WAIN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK 2 W" 0.131 F1667 SCREW SHANK 170.000 RING ( 16-20 RINGS RSRS-03 etl RING SHANK 2 31T 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2 30 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT T O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 10d NAILS R 4" O.C. ON EDGE AND6' O.C. IN FIELD ZONE 2e, 2n, 2r 1Od NAILS R 4' O.C. ON EDGE AND 4" O C. IN FIELD ZONE 3,3e, 3E 10d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 M RING SHANK GUN NAI 0-C. TOP 4 BOTTOMEDCES M o� zM y0 8 TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS -� ROOF SHEATHING A11111111111111111111111 I 11 I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADDL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER WY SLOCKING a 16.O.C. IF NO DROPPED GABLE END, ATTACH -_ SYP BLOCKING 0 16" O.C. FIRST 4 SAYS W/ (2p2d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1WRINGSHANKGUNNWLS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING \ : `#8 2" DECK SCREWS R W-6- O.C. MAX C EDGES & 17' 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 C3303M. WI AGGREGATE SZE SHALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOM ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIRENTRMNED CONCRETEF]ffOSEDTO EPRRiOftNFATFffR NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 71h EDITION ALL EXPOSED EDGES OF CONDFETEARETO fECHAAIFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SWILL BE SOUTHERN PIPE NO. 2 OR BETTER Fb = 11 W PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-16 AISI SPECIFICATION FOR THE DESIGN OF VA VAPOR PROVIDE fi4aL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEM8RME111162PLL SLAB80NGR0UIDYASIEIMICATB)ON PRANNGS. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-10 AND AISC SPECIFICATIONS SEAMS LAPPED 6INCHETAND BE YET/PE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTUIRAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK SHALL BERATED TO RETENTION LEVELS OF 0.25 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE MATH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTWAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORIAMORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW NRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM TWE 'E FILMS: MINIMUM NAILING PER FBCR 2020, 7M EDITION SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS �ED VWRE MESH. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOMS. WELDED WIRE MESH, SWILL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WONT TRUSSES• THE CONTRACTOR SHALL SUPPLEMENT THIS MINIMUM REQUIRED FOLNNDATION AND SITE PREPARATION AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED MATH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' E THE NFPA. TRUSS DESIGNS SHALL O SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ASISA615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT-0DI GALVANIZED. DESIGN LOADS, WI 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 DRAWINGS FOR REVIEW PRIOR TO FABRICA TON. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED4NOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LAVE LOAD 40 psf ANDREVVERTICAL BARS SHALL LAP fix BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pSf TOP CHORD RlDncpnwpe t TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36, EW WOOD TRUSSES. 10 pd BTM CHORD npncpn-t #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FORTS ROOF PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TS 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 ANSIfASCE 7 B8: 1990. 15 pH TOP CHORD 20 psf TOP CHORD (7 Pst M ASPHALT SHINGLES) (10 Pd WU ND 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 WITH DEAD LOAD TO RESIST VIAND UPLIFT: 1Opsf 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 UVE LOAD 60 PST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED=10) MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (MICE (FBC13LE R2020) EXPOSURE C, RISK CATEGORY II) SUSECONDC,RI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPUCES WHEREVER POSSIBLE. DETERMINATIONS, FEASISIUTY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL SIT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tops( UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 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 NTS AND DECKS: 40psi, GUARDS AND HANDRAILS: 200pst, GUARD IN -RILL COMPONENTS SOpsF, PASSENGER NMITHQNT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES' 50Pst, ROOMS OTHER THAN SLEEPING ROOM' 40Pst, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PV MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP SWING REVIEW "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVICEDTO FACIUTATE 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 BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTUURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE RENEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f m = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL RE RESPONSIBLE FOR DRAWINGS SUBMITTED IAS REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND OTHERWISE NOTED. LAYUP MASONRY BOTTOM OF BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED OF S MWALLS O ETUNLESS FO PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH FILLA WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-076, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WW WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDMTOM SITE PREPARATION- FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,0D0 pd, FOOTING TYPE'N" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SLAB -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 D4557. TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CON�.RETE. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A3WA36M F = 36 ksi FOR ANGLES PLATES AND W-S PES STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TE&ACE SIA6. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HSTORICPL STRENGTH DATA FOR EACH SEPARAT CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5' d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AC1318 AND ASTM C94'C94M OR MEASURING. MXUNG, TRANSPORTING, ETC. CONCRETE TICKETS SWILL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY MASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MMUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RES"8181UTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS, A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FOU DAMONSk B FOR CONCRETE EXPOSED TO EARTH ARMOR WEATHER 1.117 FOR UI5 AND SMALLER 7 FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOBmTOWFAT ER 314' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS Y- A500/A500 GRADE B F = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E OR S = M Y Fy 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THEAUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL JSOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPDGnON SI¢ IVPE SPAatG REMARKS APPLIUTION SIZE TYPE SPApNG REMAR6 t#PT R1MtMG is MASONRviCONC. CASE HARDENED Car 11/Y'LOHG. 9"CF GAROGEDOOR q!CK TO M59JNRY - 1M'gA NO WASHER TAPCON MA9]Nt1 FASTENER Itl]' EM8E0., 4'BggST., 801` tt4"®GE02T. SH A,.OtT.DOOR3 CPSERARDENEDCgt 9"OG WI NODW/DOOR/ FASTEN® GORAGE WORBLCIc 39" qA OR E%PANSIONBOLT t6'O�C IMs' D W 4"EMBE0..4'BAg6T., tT PT SEENOTE6 ttYI LONG. STAGGH�ED INTO MASJNRv/C01C. tOMAWMYhUNC. ��� l4-O.0 I1/Y DAI 3'EOGEDST. wxmow euaC GSE HARDENED cox S.- wwoowmaaFASCENHJt METAL siRrPTo CONTACT THIS ENGINEER FOR SPACING 6EENOTE6 GGER® NOMA3o«YKnN REQUIREMENTS euCKsmc WOR Z.11 9ENOTEs No wASlEN FASTNER t3'OiC rt I.E DIET. PT TO ­.N.-Y" PAF.I t,3" S" aC 4" END. DIST., t Notes wA6MER srAGGEREn eocE qsr 1�LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www-abdes4ftmup.com AA #: 0003325 g K � Lo S O ZJ D: � 4 AH� s y�jC O S fill 4 � C av>sDiv a< Lot.;' ABBOTT PARK LOT #1 BLK #14 PHASE:4C 04181.04C-01141 MODEL• 3EEB N12260-EISTON" OAR/UiE ST112NO: RIGHT PAGE: DETAILS %160 MPH EXP. C �AR NO 93MNO 93M Dw� SO/28/21 aCALM 1/4-=1'-0" SKEET S N1 da 4b FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH O STAPLES INSTALLED FASCIA @ 16" O.C. MAX THRU SOFFITAND J-CHANNEL AT NAIL 7O STAPLES INSTALLED SOFFIT 0 HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO ® FASCIA WOOD) IN J-CHANNEL /J CHANNEL 3O SLOT s" MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) WOOD BATTEN 10 STAPLES INSTALLED O 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. G) a' MAX.—c4 6— DETAIL D O STAPLES INSTALLED J—CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT ---I J J-CHANNEL- i„ DETAIL E J—CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN SPAN 'N---+•h SEE DETAIL'A'-� OFFITJ 1 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 SEE DETAIL'D'--" SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END u BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOI / BY OTHER EMB. WOOD BATTEN ���J-CHANNEL O3 v DETAIL B e" MAx. J—CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTALLATION SCREW, J-CHANNEL BATTEN ATTCHMENT Q FASTENER SPACED 24" Og e„ 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 BY OTHER 2 1/4„ NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" O MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O 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. :5i _ ••==:i=iisi=iiii: • •.... rr:rii:t•;;.• 13.519 EAVE WIDTH :=irii==iis' ••. 375 .375 (ROOF =;ii 4 3.625 3.625 66 OVERHANG) 5 .08 .038, �"-CONCRETE; 12 CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.ebdesWWoup.com AA#: 0003325 L c a 8>< mirv. aL 021 ABBOTT PARK LOT #1 BLK. #14 PHASE:4C PROT/ 0418 .04C-0 141 MODEL: 3EEB "2260—ELSTON" OARAda SVFMG= RIGHT PACK: SOFFIT DETAILS 160 MPH EXP. C Y