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Home My WebLink About7505 Sail Clover Ln0 99 99 2828-E401 1 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Pax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: 813 740-9720 FAX: 813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ppRmA BI)DDDLG CODE. �ZMUj. 7M EDITION (Yi=) ' ALL LOCAL AND $iATE CODEALT. 'OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE — vB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -I—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.simerz0 C. MEDICINE ALTERNATE. MFR. MANUFACTURER B' o B" "°E M .. METAL THRESHOLD CAB. CENTER LINE aMr L. METAL CLG. CFJLWG N.T.S. NOT TO SCALE CLR CLEAR O.C. ONCENTER CONC. CONCRETE PL PROPERTYLINE CARPET P.B. PBUTTON cnn a r. CERAMIC TILE PitPHONEHONE D DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD DO, DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R RISER DISP. DISPOSAL RAD. RADRJS DP. DEEP RA.G. RETURN AIR GRILL, DR. DOOR REF. REFRIGERATOR DS. DOWNSPOUT RM. ROOM D.W, DETAIL R.O. SOLID OPENING D.W. DISHWASHER S.C. SOUGH CORE IN DR EA. EACH S.D. SMOKE DETECTOR ELEv. ELEVATION S,H SINGLEHUNo EQ. EQUAL SLIT. SHEET EXH EXHAUST SHDIG. SHEATHING EXT. EXTERIOR SLINK SHOWER F.0/FX FIXED GLASS STM. SIMILAR F.G FUEL GAS SL. SLIDING FIN. FINISH SL.GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WAL FIG R FRENCH NG TEIv1P. SECTION NREDGLASS GA. GAUGE TIdC THICK GAR DISP. GARBAGE DISPOSAL T.O.C. 70P OF CURB G.F I. GROUNDQFAULT CIRCUIT TOP, TOP OF PLATE BLASE PTER >•YR TOP OFSLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUMBOARD UN.O. UNLESS NOTED H.B. HOSEBB OTHERWISE H.C. HOLLOW CORE VP. VAPORPROOF HDR HEADER W. WASHER INS OR HT HEIGHT NSULA W/ WITH HAD INSULATION WD WOOD x. NrnuoR W/H WINDOW ATERH wni warERTIRATex W.I.wweovcxrIRON Al 10 A n '�� HI�_ DATE DESCRIPTION BID SET 188UED ARCHITECTURAL SHEET DESCRIPTION 01A01!!I 2020 FESC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3H—FRONT & REAR ELEVATIONS "H" PG A4H—LEFT & RIGHT ELEVATIONS "H" PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG P1—PLUMBING PLAN PG DI —DETAILS PG D2—DETAILS PG D3-DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS LL PG WA2—WAASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WA.LL ASSEMBLY DETAILS VNIMI ADDED SOFFIT DETAILS 03/1641 CREATED S-O OFT. ML12I ADDED STONE VENEER OPTION 01/19/11 REVISED 8Q FT. CALC'8 0BAU71 ADDED OPEN WED TRUSSES 0OW121 FRAME WALK REVISIONS WMI21 CENTER OW. IN DINING ROM STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA ARNo. No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.)rFT. CALL. S' 1$T FLR LIVING 1010 $Ci. FT 7ND FLR LIVING 1'362 Sa FT. TOTAL LIVING 2,312 Sa. FT. 421 $a FT. ENTRY 28 80FT TOTAL 2021 $Q FT SX10 PATIO W SQ FT. SHALL COMPLY WITH PREVAILING. ORIQA EI�I4 I i{SIC \s ".JE. CODE. ELECTRIC CODE, ITY P• F PHY'RHILLS pC ES REVIEW ®it 7 C'I� �r /tl /' ZEpH PLANE r 0- 'V''NE STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS G S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN ELEVATION PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.IC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SS.lA-SAFE LOAD TABLES PG S8-ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER ALL WOR THE BUILDER A33IJME9 ALL LIABDITY FO INTERPRETATION OF THE CONTRACT DOCUN IF ANY ASPECT OF THE CONSTRUCTION (4ATIONA DESCRIBED IN THIS DRAWING SET) ARE IN NEED OF FURTHER DETAILING OR EXPII,,pp� ORDER TO BUILD THIS PROJECT BASED OIIJtIf1 N DRAWING SET. THE CORRECT PROCEDURE I9 FOR THE BURDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR CLARIFICATION.CLOTO THE ARCHITECT OR ENGINEER FOR AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO D RESPONSD3RJTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA M: 0003326 s U b NMI svz9Div. at W7, ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT* 04181.04C-12121 MODEIA E401 "2828-ENSLEY" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C PRINT 12 07 DATE: / /21 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 6 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5 -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION A PER ALL LOCAL AN STATE 0 S 0 L D REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINE HALL BE F CAST IRON R PVC D S S O C S 0 0 C (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 6 " PVC (SCHEDULE 40), INSULATED WITH b' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngmup.com AA #: 0003325 6= c Q 0 StmDIv. Ag LIT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT* 04181.04C-12121 HODELc E401 "2828- ENSLEY" GARAGE OWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 0 0 v 0 v 0 vim s M 42' H. 1/2 WALL W/ CAP Ir 0 0 0 n ,0n s 0 � 0 s 0 Y= s H.B. N a s e _ o a 9 In FIRST FLOOR PLAN SCALE, 1/4' • 1'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MMUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 1 ITS ATTIC AREA BY NOT LESS THAN ky'(12.Tmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(D.9mm) TYPE X GYPSUM BOAR OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARS. POOR 2020 (lTH ED.) 302.E 23'-0' PATIO H8 ERHANG�— �OVOIAIS.VIE STAIR DATA 15 RISER • �b2' I I 14 TREADS • 10' �• v II RO�OMG � 8'-0' G.G. a, ROOM 8'•B' Cl.G. 0 T'-2' 4'-0' S'-II' 13'-0' II 3'-ID' I I °D 2868 SC 20 MIN. FLAT HDR O • 1'-b' W.H. AFF. I • I I � � • � � OIL I X 8'•B. �, ' GARAGE BOLLARD A9 REQ. PER BLDG. 868 � s'•o' W.G. 3-SH— — m —V V. C BATH #2 �I �III� D I 5'-4' 4'- 4'-4' 21'-0' FLAT HDR • FOYFR B�'� U.Cx Ib'-0'X'1'-m'OJ-ID. IR-ISH (2) 2068 b'-0' 4'-4" b'-I' ElV1RY I 8'_m' W.G. v BEDROOM N2 8'-m' cLG. 4'-4' '-4 3'-4' V.I. COAPOIBR No CLAOONO NaD LO/Oa BA910 Nao oa'osaE Fan a 1BCOID auale �� BMW IOIE 1eaMN1MOSH) IB1ANi9 MIN. WINDOW � S 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SLsD. MIN. 41 5 31/-39 CRITERIA Ib0T0 O.HD. 112 5 31/-35 12'x12' SOFFIT I 5 3T3/-49.9 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 22'-3" PRESSURES HAVE BEEN MODIFIED PER FHCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DOMIROL ONTS aYaVe SQ.FT. CALC. S I6T RR LIVaJG 1�10 SQ. FT. 2ND RR 1362 SQ. FT. TOTAL LIVING 2�'12 $GL FT. GARAGE 42'1 SQ. FT. ENTRY 28 SQ. FT. TOTAL 2,82i Sd FT. 8XI0 PATIO 80 SG7. FT. MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UNA ON PLANS Il'-4' BRS. 4' INTER® BRG. WALL UNA. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UNA. ON PLANS -ALL MTERI D00R8 TO SET -8' 1 N. RONALD REAGAN St LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744076 www.abdeslgng up.eom AA #: 0003326 ai Q 9UHDIV. to iAT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECTp 04181.04C-12121 mODEL• E401 "2828—ENSLEY" GARAGE arFIrTG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C C DBL. TOP PLATE 9 i(l BAR DETAIL A SCALE: V2'•i'-0' 1 1/2' HANDRAIL • 36- W/ 2X4 RE-INFORCIWs 3/4' T40 alb FLOOR OUZO 4 NAILED PER NARNG &GlDILE 69CM 2)0 LEDGER TO Cm & w*w MAX eTAGGERED aEON! AN JOI&T TO LEDG®& lIV eclPaoN ,W.26 3/4' T W alb FLOOR GLAD F NAILED FM NALNG &CICDVLE — 8ECM 2w12 OTPWaM TO SOLID NALNG Lit2d NAIL& TO EE NAILED FROM DAC"lDE (2) LATEM OF 3/4' F LYw2OO OR (2) .AYEM OF 3/4. 810 FLOOR MAMMAL RIP& FOR SOLID NAILNG I1 /� aTAWQATa • TD2 LF TIeMRIalRS D � 10' WmTuDe • 18. OG. MAX THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.8.2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. (3) 2F12 &YP &TRNaER rt*#opt= wTN 2" 8" 2" Nb13C&IG • EA an GTRUGTURAL F9-" FOR FLOOR FRAMM (2) LAYEM OF 3/4PLYWOOD OR (2) LAYERS OF 3/4' &uD FLOOR MATERIAL I'll" FOR &OLIO NALNG NOr[, IN R M 70 K TMAD TO FEO& TGI ®. 304- & ' TIX VAN MAX REER•T A AD MAX. TO RAC14TON N OnORRMERMAM X ARIATCOW TO EAfJI FISLA A MAX.ORAIL H N ANT m C TaEC IONN Om TO EE� • J OR FI&DNDE EOI3VALINT GRAWAEILITY WSJDEI A41 t S' aDS . NARROW RID 3.4' MN NAMMMIL NGT. GROM TREAD& TO eTMIGER W (3) ! 3' wimm • FA STRNGFJm DEAD OF Slb-FLOOR AOlMv! FL-400 OR SIMILAR • EA NORIZONTAL RN (WRiRADED ON" TO EXTM EEYo o ll(IOMM OF TREAD) M — — 6SCLM 2X4 P.T. TO 2.0 STRNGER a[OEIL M,b ay (3) bd Cur sV Od NAL& S'-&' OO. FIA&O W NAIL.& STAIR SECTION B SCALE, 1/2'•I'-V' NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii't 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 1/4'. 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 1601.8.1 / F.B.G. 2020 HANDRAIL SECTION C SCALE:3/4'•I'•®' HDR. DETAIL D SGALE, 1/2'•I'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32160 PH: 407-774.6078 FAX: 407-7744078 www.e bdesigngroup.com AA #: 0003328 pa. i V b 2$ IIWW� Z �yul p In � Q.Oj O aysDm a& FAT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECTJF 04181.04C-12121 MODEIo E401 "2828—ENSLEY" GARAGE OWING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C 23'-0 0 -v �o a 0 r �o a m ATTIC 0 e 9 a a. M 9 a s 0 r e �Ec SECOND FLOOR PLAN SCALE: 1/4 • I'-m' ' 9'•2' 5'-10' 4'-6' l2) 3®82-SH 3052-8H EG SS �LIVTAiG I e TO IST BBDROOM#3 8.0 Ctls 42' H. IW/IGA-P LOOR DOWN 3'-8' 4'-4' • 3'-4' 5'-4' 4'-3' I 2'-5' 14'-8' N �n � 4'-0' 15'-8' I y vic HDI� FKsT. m M r 32x3b� s eo ILA BBDROOM #1 i� vIC u8'_0. U'G' -'--� IR•ISH a � w.Lc. a e'-s' cL�. ;, m G f uTc 1 v a s I I 14 i WC ® 9 LAv. 5'-6' 3'-8' 3'-8' � 8'-0' 14'-0' BA1gi#3 vlc ® 8'-0' CLG. - ® a , IR-ISH BATH ��CLG1 � — — — — z Qip� _ cv 206s N 0 SIC 5'-3' '-b' 4'-4' 2090- I TEMP I (2) 9082-SH EGRESS ip LINE OF I I BEDROOM#4 � IseELa�u I (2) 3092-sN EGRESS 3'-4' S'-2' I0'-4' 13'-0' 38' •0' 1441 N. RONALD F'EAOAN 81 LONOWOOD, FL 32760 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003328 pFr�p tu 0 Z V >n C SUHDIV. At I.oT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECTp 04181.04C-12121 >,coasrl E401 "2828— ENSLEY" GwitwGE sKING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C 12 ST �:; 1'1'-4' 2ND FLR FYPON BKTIIXI'1 I ) OR EQUIVALENT I 1 I I vd r ~ 4' RAISED I I BAND (TYPJ 9'-4 3/4' 2ND FIN. FLR---- - — - — - — - — - - S'-0' ERG. HGT. 6 ENTRY - ----'—'-- - '�' I TYP• I I I I I 4' RAISED I I BAND ITYPa a I 0'-0' FIN. 1'1'-4' 2ND FLRJ, B�TNGTHG I I I I 9'-4 31,4 I I I t 2ND FINS -� 8'-0' ERG. HGT.�, I o EN- TRY '---7 4B I I TYP. I I 0'-0' FIN. FLR I I I 24'-4' BLDG. HGT. -----------��LE AREAOFATTIC = 1650 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 1650 /300 = 5.50 VENTILATION AREAX SQ. INCHES PER FT. (144) = 792 SQ. IN. MIN. REQUIRED VENTILATION = .5X 792 IN UPPER PORTION OF ATTIC = 396 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 396 /115 TOTAL 4 OF VENTS REQUIRED = 3.44348 TOTAL N OF VENTS PROVIDED - 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ll' 4' 2ND FLR BR's. HGT. I'-2' TYP. V2' THICK 2 COAT CEMENT PLASTER APPLIED '7 d DIRECTLY TO MASONRY 4.W GALV. 'L'-TYPE PLASHING SET IN 6' RAISED ROOFING CEMENT 0- BAND wBEI4rdAae SHMGLEe c. H ,�9'-4 3/4' WANDERLAYMENT AS PER REM Q SOS.U. ROOF "ATHMG THICI•Eeb 2X& 6YP Pr LEDGER Wi — _ — _ — _ — _ — _ — _ — _ _ — _ 2N—�D FIN FLR AS PER SHUT M4 SECURED PER IR'rA' TFNEADED ROD 32' UTHIN OF EAC44 O.C. 4 WTHIN 6' CP EACH FASTENER SCHlDULE END 6MPSCN LSU-26 14W STRENGTHEXPDXY OPT. GOAGH LIGHT 2ND FIN. PLR, IPER B VJ 2.1 SYP RAFTERS OR ® PRE-ENGD TRUSS (PER ELEVJ 0 ROOF ELOPE PER -- ELEVATION YP Pr _—o0'- MIN. TA6' OSB "ATHING GUSSET TO BE SECURED TO 2X6 MENDERS W/ Sd NAILS 9' O,O. a PERR7ETER 1'-4• �� V2 b8 THREADED 32' O.G 4 WITN N 6' OF EACH END MAX SET IN SRyPSON 14k9H STRENGTH SIMPSON LL16-26 W/ (4) Wd., 2,-0• TO LEDGER AND (2) led's EXPDXY 6' MIN EMBED. CHANNEL FOR SOI41T TO 2.6 J016T FRONT ELEVATION SCALE: 114 . 1'-0' TEXTURED FINISH _---_—_---------_ 24'-4' BLDG. HGT. B REAR ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH ,Lll'-4' 2ND FLR -- B�THG 9'-4 3/4' --- 2N— D FIN. FLR. OVERHANG DETAIL A SCALE: 1/2 . F-0' ENGINEERED WOOD TRJOSE6 • 24' Or - SUBMIT SHOP ORAWIhW SEALED BY PROFESSIONAL ENGINEER FOR REVIEW AND COMMENT& PLYWOOD OWATHNM SEE STRUCTURAL 2ND FLft. EIRS.NI T. (PER ELEVJ - — - ROOFING AND PLAS14NO W/ DRIPS �TRI a ASPMaGglu EDGE PER MMg4: WARRANTEE REGUIREMENTS uRAP FASCLA UIITH BREAK METAL tee'"" W, 2.6 WOOD PASCIA SEE GTRJCTURAL POR PASTENERS VENTED SOFFIT PER ATTIC CALC'S IO2- TNIM 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND R.R. WINDOW PER PLAN cB)O,RAKE SOFFIT DETAIL E: 1/2 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407.774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 U Q LL' Q 4 SLIHDIV. a LoT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEIc E401 °2828-ENSLEYF GARAGE SWUM: RIGHT PAGE: FRONT & REAR ELEVATION " " 160 MPH EXP. C Ic 11 LI PRINT DATE: 12/07/21 SCALE: 1/4"=1'-0" SHEET A3 H I Il'-4' 2ND BRGFLR . "4 3/4'�, 2ND FIN. FLRFLR s ENTRY 0'-0' FIN. FLR., FRAME DOWN FOR FYPON 5KTIIXIl OR EQUIVALENT IT-4' 2ND FLR., BIRD. NGT.'r 2' rN 9' 2ND4 11W2ND R --- --- S'-0' BRG. HGT.�, • ENTRY 0'-0' FIN. FLRl, �ORFRAME DotIJIN FOR E IVALEIl OR EQUIVALENT ..1T-4' 2ND FLA. "BRa HGT FLR _—_ S'-C' GLG. HGT. --- A0'-0�R. LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH � n OFF RIME VENT �5 a_. ) TYP. 2ND FLR 0. ITP El 4B TYP. V-4 3/4' _— 2N-4 -- ------------------------------� I II �--------- GLG. W.T. _— ------------^------------------ II II ---------�� 00'-0' FIN. FLR RIGHT ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 6 mm mvaa>cv. ac LOT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODELo E401 "2828—ENSLEY" GARAGE B IMG: RIGHT PAGE: LEFT & RIGHT ELEVATION "H" 160 MPH EXP. C PRINT 12 07 21 DATE: / / SCALE: 1/4"=1'-0" SHEET A4 H ELECTRICAL LEGEND OL DEFINITION _NOTES DBv OUTLET 20AM• &NMLE POLE ic4q 110V OUTLET IIOV OUTLET NOFOUTLETWIRSOTO SWTC 4 IWV OUTLET PAl'Pm DOMINO PALL N(gNP'IER (TAMPER RESISTANT TYPE) a@ 220V OUTLET (4) WOE CONECTCN �I_ WUUSp• ExT. WATIIpROGP GROUND PART -iJ-- GFl OUTLET NTERR "It SWITCH BATCH 3-WAY OPER. BATCH 4-WAY OMA mil WALL M1013+TEo ' V LIGHT CEILING LKHT O LED CLG LIGHT ©VP LED vnPDR PROM LIGHT Oo Vp VMOR PROOF LIGHT © moon6w CAN eVENT. PAN I Cm PER En R. VE(T.PAN UV{.IGNT I —PER-- Y Flk7UlE rePEey Teo by awl 2-dLLD WIRAP ® AR( 2i (RELCE�SSED) BST 2-APWLdLe WV• ceua ecE rNv� )==i 2- RAKPESCENT w FLUORESCENT W--e---o-�-: CO C W TRACK LOW PANEL PETER • $j%- SMdE DETECTOR GATT. adOC.IP � BD. WALL MOUNTED Smarr DETECTOR aATT. enC[ar WLHSjam ® S/CA smom fOR ca 067K eO °° SATT. aACKa w WI SHALL BE A DISTANCE OP NOT LESS THEN P FROM WALL PEDANT LIGHT L� NATURAL GAB ► TI JM%lOME JACK NEECAT TER MATORDISCONNECT IO 111LO iTfam DRCONECT 0 SQ AMU ON Tmbww M TVI �J TELEVISIQIJACK CELLNG Box Pam TO BE0U8'POIRT® N O J-aox ACC MAKE W(BWt MASS. AS SICM FOR CELLNG am REa CEILK3 PANA.IGHT TO BE SUPPORTED IN UV sox AS SUCH FOR INSPECTION 24• INCANDESCENT LIGHT STRIP nnnonnn 38' NCMDESCE(T LIGHT STRIP nnno �, SJGND LLOW8T1aP ROOD LIGHT OPT. GROUPSx KEYPAD • PA IVNN-BUrTOI( FOR OHEES wB PORT • LOCATION OP TV JACKS A PHONE OUTLETS A PANS TO B! VERPIRD • HOMEOWNER PRE -CONSTRUCTION MOWN& • ALL B A 20 AMP BRANCH CIRCUITS TO SEE ARC FAA. PROTECTED PER ELECTRICAL PRONSICNS OF PECS TM1N EDITION (2Aam) (NEC 21mD 2lMT EDITIOHL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN GROAT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • SIATHROOM E)a4AUST FAN TO WIVE MN. CAPACITY OF SO CPM NIERBTTENT PER ELECTRICAL PRDVISONS OF SECTION MOMS FBCI@ tTN EDmON (2=01 • LALTRY ROOM APD DMHLLANER RECEPTACLE SWILL BGROUND E FAULT CIRCUIT-NTERRTTER PROTECTION FOR PERSONNEL ON FEEDERS, WIRING METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF EWA TTM ED (2m2m). • ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR TTM ®MO2mt • ALL P& SMALL OA MUST TSE C(ERGY 9FIG1!!R 7YPE PER ERICIENCY)'Jm2C 11h EDITION RAQQ PATIO - - -- ( ROOM rr QMG N RGOM - — —rt �' L • `J PRE -WIRED ' S/CO TO 2ND FL. BATCH 6'-3' CLG FAN GFI I I $TOR. r L II I w �z I I — lO Z i I GFI • 44' GFI • 44'OUTLET O FOR VENT fin•_- ~ Q AFF. AFF. OR MICRO T t) 3 �, ��'''�� p = L _ L - - --� -`\ BOLLARD AS REG. PER `� ( PB. FOR BLDG.CODE \ GFI GARAGE DOOR PAN. KITCHEN =-=OPT, REF, _CFI_ GARAGE KEYLESS FIXTURE L — — — i N� 6 _ — — ® TOYER GFI GARAGE DOOR PREWIRE WZ BATH#2 ulCo Q I a GFI IRRIGATION - OUTLET m 48' AFF. BEDROOM #2 SIG. GFI - — E C ' J P$. FOR PRE -WIRED CHIMES CLG FAN FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • P-m' I L LED LIGHTING @ SINGLE LAV. BATH HR METER FIELD VERIFY LOC. PROVIDE 3Q)0 G.L TM N .PIS CU N 2• CONDUIT OR 3 %A0 AL. TWWN . K CU N 2' CONDUIT OR 21D AL. SEA (CONDUIT TO TERMINATE ABOVE SGFIr • OVERNMYa) 150 AMP ELECTRICAL RISER OPT COACH NOT TO SCALE. DEER L NOTES, M COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN ISO AMP 1I0R40 VOLT I I°MVLUBE LIGHT A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL WU 30 ENCLOSURE COMELY w1M ELECTRICPTROVISIONS OF THE FBCR TTH PANEL EDITICN (2=0). LOCAL CODES. AND ALL LOCAL POWER COMPANY REGI UMEMENT6 B. ALL CONDUCTORS SMALL BE TYPE THHNAI-I N INLESS IDOAM• NOTED OTHER ISL POWER COMPA TRANSFORMER PROVIDE 00 NIP, 00240 VOLT, I PHASE EECANDARG ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) N I -IA" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 9/0 ALLMN.11 (AL) N Y' DW SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDNATE WITH THE ELECTRIC COMPANY PRIOR TO BID. INIRA CI! SlRVIG! GBLE TBLEVISION Tm"=" Da Ewir"r eNrRan EOJST1Wi EOUIPMENIi NTERSYSTEH ISOMDNG TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU BERACE 6111171ED CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PW.P- TTM EDITION (26201, 5A3" CIA X 8 Fr LOW COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a w u o c g��o� 0 m I' W 00 sysDiv ae LOT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEL.: E401 "2828—ENSLEY" GARAGE HNING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C [clI C • �t'✓ 8114E •r' • 't .c DATE: 12/07/21 SCALE: 1/4"=f-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES tmv OUTLET 20 AMP SNGLE rote IIOV OUTLET IIBv OUTLET N GT TL�D W2 ro auWrOUeHET �Cfl IETV OUTLET SOY~ 001M PAUL NTWUng, RAPrlR RESISTANT TYPE) 220V OUTLET (4) WIFE CONNECTION .{�} yy��r• mxT FAULT GROUND -1� arl OUTLET NT RR SWITCH BWRCH S-WAY OPER �•, SWTCH 4-WAY OPER o WALL MOUNTED ' LWff CEILING LIGHT © LED CLG LIGHT ©VP LED VAPOR FTEDQ L04T O yp VAPOR PROOF LIGHT OQ R!C®SED CAN evNT. PAN I CrM MR AG. Fr. . FAN WA.IGHT 1 O•I'I PER SO. FT. VANITY Zckm (SPEO•S TOO Or BUILOM FLUOESCENT weaP ® C ARa►m PIOUN (REESSED) • APIOU (SISWPACE MNTIND ]• FLUOItSCBIr 4• FLUORTSCBNr fie+ GCD C� W TRACK LIGHT PANEL Nib METER • 8D. BNGKe DEncrae �..�® rMWALL MOUNTED MATT: BACK . SMOKE DETECTOR W(.H9EQuw ® 6)CD CAP" MONOXV6 E10Q Dl7�TOR CQ'Ie0 OAII. earx.uP Wv STALL ME A DRTCOWACTEDANCE OF NOT LN" THIN 4' PROM 'UALL MOCANr LMHR I> NATURAL GAS OUTLET ► TlLEPIIW! JACK WATER HEATER DECaNNECT 77Q�,,� y,aaM x SW AU ON Iwo OHM I•Q mevRIGN )ADC CEILING BOX OTO J J- BE SUPPORTED N BOX MAI AAb IIUG+FaR NIFOCT CCILNG BOX RC CEILING PANILOW TO ME SPPORIED N ACCORDANCE WW BOX MARKED 4 SUCH FOR �II4 24• NCANOESCNT LOW STRP ^o UM• NCAmmocENT LIGHT STW Ann A• NCA CINCH LIGHT ETRP FLooD LIGHT Kp xcuerr F IGT'AD I••Q P10. MAIN UMON FORCHE•Es UWO FORT • LOCATION OF Tv JACKS 4 R(ONEUTLE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 0 N 2E AMP BRANCH CIRCUITS TO BE ARC FAULT FNVIMC760 PER ELECTRICAL PROVISIONS OF PMCR TTH eDlTld (2R2A)) N N= 210.0 ]Am [DITTOS. • 20 ATE• DEDICATED LAUNDRY CIRCUIT. • VA • ISLAND (NOT ON IOTCWM CMUIT) • DISHWAS(ER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MN CAPACITY OF Be CN•I INTERMITTENT I" ELECTRICAL Ppm IS"OF 69CTION MBBT E • LAUNDRYROOM AND DISAIW HIER I WRACLE SHALL BE CROWD PAULY CIRCUIT-INTERRPTER PROTECTION FOR PERSON EL ON FEEDERS • WRNG METHOD SHALL BE NON METALLIC CABLE PER LLECTRCAL ROW61ONS OF POOR TTH eD (20201 • ALL WORK TO COMPLY WITH ELECTRICAL M"61ONS OF THE FMfJ[ TrH oD (2maz • AL Y BUILDER ULDE ANrim Or LIGYTNG MUST M! E•ERGY PER AM" BEDROOM#3 P FAND T I 1 j • I rmJo�-- " r • -_ BEDROOM #4 PRE -WI CLG. UPffAIRS 1. mo I / PRE -WIRED I GLG.FAANN ��`----�,,, � /) ( WAIL MOUNT 1 SIUITGH ININ G ATTIC qp TV SD. r l W.I.C. 3 BATH #1 I I I I I ` BEDROOM #1 PRE -WI GLG. FAN SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' I � I I � I LED LIGHTING @ SINGLE LAV. BATH 9 I LW I I I I e 12' I L° I LED LIGHTING @ DOUBLE LAV. BATH •I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeWlgngroUp.com AA N: 0003326 m 8unDiv. Ae TAT: AB OTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODELc E401 "2828-ENSLEY" GARAGE BMWO: RIGHT PAMCOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • V-0' PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a U 4 YpQL� � p W p�Rd w D U Q YC Q a PIMP MM1 9U13DIV. ae LOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEL: E401 "2828- ENSLEY' GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C L LI PRINT 2107 DATE: 12 / / SCALE: 1/4"=1'-0" SHEET P1 g�FLg_,:6.2X4 TOP PLATE PLAN y PI@E-FAB TRU88 1/2' CL& BOARD 7 1,12' DRYWALL 7Ir SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.G. MAX FIN FLR. 2X4 WOOD STUDS •24' or_. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.1'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-0' TYP. O.H. 0'-0' FIN. FLR_ 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (1)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS za PIPE THROUGH BOND BEAM D1 SCALE:3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL I --R-4.1 INSULATION — WINDOW ATTACHMENT �AS PER MANUFACTURES � SPECIFICATIONS /—REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — n W/ WINDOW OPENING ti FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 160SB.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4865 TYPE III OR TYPE IV UNDERLAYMENT. CA^ K.10 MAL LN ou N' arP. OL. M .oao aus 2B GAS LINE THRU BLACK FIBERGLASS SHINGLES WITH 0-CERLAYMENT AS PER FBCR 9 DJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING TH1004E66 AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' cm LAI in, THM 2 COAT - PORRNC Comm PLA*Mt APPLIlD onommY TO MA/CWIf WOW JAM MM AFMMWVT APPROVAL Rt6 M& Ycrosu 5T1UCi1R4. FOR 2.6 P.T. YD ATTACW= TO FRL Csu As FM APPROVAL RM M4.AW A Roo sAOXlR =^M G"W s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' 2X4 SPF 24' O.G. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL' STIFFSACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RJN SECURED PER STRUCTURAL DETAILS ....J//J// SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ S/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WNDOIU ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBEPWoLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR 905JJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS - Ix2 P.T. PURRING STRIPS • 24' O.G. 1/2, GYP. ILL. BD. 8, CMU WOOD BASE 0'-0' FIN. FLR a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a 'ITH EDITION, SECTION R301.13 AND 160S.5.1. n W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: 5 1—STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE INSTALLATION OF ROOF D1 SCALE. 3/4'•I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1 V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 SUDDM & L/OT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT* 04181.04C-12121 MODELZ E401 "2828—ENSLEY" CA LACE B'Vr 7C: RIGHT PACE: DETAILS 160 MPH E . C PRINT 12 07 DATE: / /21 SC AL.E: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR WD.U. AS PER FMCR 905.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SWEET ON]. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG. WD. E PRE-ENG WE). TRLSS•- 24' O.C. MAX. LEVATION 24' O.G. MAX. METAL DRIP EDGE' METAL DRIP EDGE MATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES I -m VENTED O.N. S/B' GYPSUM BOARD 2x FASCIA PER ELEVATIONS 80FFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD / VENTED) Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4U INSUL. REFERENCE STRUCTURAL I I W J I I � WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 4 G SU15FLOOR 1/2' THICK, 2 COAT K GLUED AND NAILED 1/2' THICK, 2 GOAT—� PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED uj PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY M R MASONRY DO FIRE -STOP 11FELEVATOR DO FIRE -STOP -- SEE STRUCTURAL SEE STRUCTURAL— R LEVATION S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 17LEVATION IX2 FIRE -STOP IX2 FIRE -STOP--' R-4.1INSUL. w W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENGE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT Ix2 P.T. PURRING PLASTER APPLIED STRIPS 24' OG. DIRECTLY TO a, cm MASONRY 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP 9 BATT INSULATION REFER TO ENERGY CALCS FOR VALUES S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE J,PER LEVATICN R LEVA ION S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.MOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. BD. WOOD SASE 2-Ea `ice g L LINE a a 4" ti W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 1 a w s � pp 4 U 0 a�11 pp 0 OC G SUSDM & I.OT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT* 04181.04C-12121 MODET ' E401 "2828-ENSLEY" GARAGE 13WDFG: RIGHT PAGE: DETAILS 160 MPH EXP. C Tar. Do P.T. • CENTER OF DOOR HEADER SECURED W (O V2' X 8' J-DOLT WV 4' MIL EMBEDMENT WV 2' X 2• X V8' WASHER 4 NUT OR WV (2) V2' X 8' ANCHOR DOLTS UW 4' MIN. E'IDEDI ENT WV 2' X ".1' WASER 4 NUT ° ° CURB 2a4 TO BLK W/ ° ° 1/4' TAPCONS I V2. ENDED. 8' OL, 4' END DIST, 1 V2' EDGE 018T. Is SIDES, ° 2X6 GARAGE DOOR DUCK SECURED IW (6) VY X 8' J-DOLT OR ANCHOR DOLTS, W/ 4' MIN. EMBEDMENT, WV 2' X 2' X V6' WASHER NUT. (U WITHIN 8' OF TOP, (1)OTM4 ° LY EPA 17 ° ° NOTES, ALL ANCHORS SHALL DE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE aLL-W 104STRUOTION6 ARE MORE ATMIaE 4T GARAGE DOOR 1QBUCK ATTACHMENT 3 euuw•.re' e• a'Mu IR' P.T. DOOR DOOR L 1c4 P.T. OR 6/4'X4' MM. SECURE THMRU FRAME 4 EXTEND 1-1/4' INTO MAILER BLOCK W/ 3/16' TAPCONS CASING (MIN. SHANK SIZE 146 MIN HEAD SIZE 300 MIN. EMBEDMENT I-V4' WITHIN 8' OF EACH END JAMB OR WINDOW 4 10' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU'ID JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" L� * TO BLOCK +3/4" OR +5/4" SX4. m SECURE TO BLOCK WV 3/16' TAPCONS MK SHAK SIZE .145 MIL HEAD 812E 300 MIN EMBEDMENT 1 1/4') UT14IN 8' OF EACH END 4 IVOr- MAX 6PACMG. 2X6. SECURE TO BLOCK WK2) 3/16' TAPCCJS MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I LW) a, CMN WITHIN S' OF EACH END 4 I8. OL. MAX SPACING. I/J' DRYWALL 2XS, ® PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/b' TAPCONS SIZE 146 MN. SHANj88lZ.E DOOR CASING MIR HEAD MIN. EMBEENT 1 V4') UTNM V OEACH END 4 W OL. MX SPACW' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" r1111NNPOW TO BLOCK +1 1/2" 2X4, ME SECURE TO BLOCK WV 3/16' TArr." fMM. SHANG SIZE .140 MIN. HEAD 812E 300 MIN EMBEDMENT 1 1/41) WITHIN 6 OF EACH END b' Oa MAX SPACING 2X6. SECURE TO BLOCK W/(S) 3A1.' TAPCONS (MIN. SHANK SIZE JO MIL HEAD 612E 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH !ND S' CM 4 b' OL. MAX SPACING. W' DRYWALL SXB, ® SECURE TO BLOCK D I'X4' WKS) 3/I6' TAPCONB P.T. NAILER MIN. SHANK SIZE J45 1Ab' OSJS, X 4' MIN MIN.HEAD 812E 300 MM. EMOlDI'RNT DOOR CASING WITHIN 8, OF 1 END 4 IVOr- MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMD JAYMD (00 NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 15/I6" C 0 0 BLOCK +1 16 18" 2XM m SECURE TO BLOCK WV 3A6' TAPCONS (MR SHANK 61ZE J48 MIN. HEAD SIZE 300 MIK EMBEDMENT I V49 UT14IN S' OF EACH END 4 W OL. MAX SPADING. NOTE, STRUCTURAL 2X MUST BE 2).6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3A6' TAPCONS 3AW TAPCON MIN. 1.1/4' (MIN. SHANK SIZE JO EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 8' OP EACH END 8' CMU 4 b• OL. MAX SPACING. 1/2' DRYWALL SXB, ® D SECURE TO BLOCK 1'1114' WK2) 3N' TAPCONB P.T. NAILER (MIN. SHANK 61ZE 146 DOOR CASING Mel HEAD SIZE JIM MIN. EMBEDMENT 1 V4') UTNM 8' OF BACFI END 416, of MAX SPACING. DOOR JAMB OR UNIDOW ATTACH TO 2X PER I'MANJFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" r11RNDOlf TO BLOCK +2 1/4" 2X4, 00 SECURE TO BLOCK W/3/'16' TAPCONS (MIN. SANK 61ZE 14S MIN HEAD 61ZE 300 MIN. EMBEDMENT I V49 WITHIN 8. OF EACH END 4 b' OL. MAX SPACING. 2)(6, SECURE TO BLOCK WV(2) SAW TAPCONS MIN SHANK SIZE.146 MIN HEAD SIZE 300 MIN. EMBEDMENT I V4'1 WITHIN 8' OP EACH END S' CM 4 16' OL. MAX SPACM V2. DRYWALL 2XS, ® SECURE T ) OLOQC D I114 WK2) NUS' TAF4=ON8 -.T. P.T. NAILER (MIN. SHANK 61ZE J4S DOOR CASING MIN. HEAD 81ZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 IVOr- MAX SI"AC�'• DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" /IIRIDns 7T1 Ail1('K .HA" 2X4, 00 SECURE TO BLOCK UV 3AW TAPCONB MIL SWANK SIZE J46 MR HEAD SIZE 3" MIN. EMBEDMENT 1 V49 WITHIN 8' OF EACH END 4 b' O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST DE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/b' TAPCONS 3A&' TAPCON MIN. 1-V4' (MN. SHANK SIZE J46 EMBEDMENT INTO BLOCK MK HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') 6. CMWITHIN 8' OF EACH END 4 W OL. MAX BPACNG. V2' DRYWALL 2X6, ® D I'X4• SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING MN, SHANK SIZE J46 MM. HEAD SIZE 300 MR EMBEDMENTI V4'1 2NID 2X SECURE UT14IN S' OF EACH END 4 W OL. MAX SPACM DOOR JAYS OR WINDOW ATTACH TO 2X PER NOTE, SHIM A6 NEEDED TO PLUG MANUFACTURES DETAILS. JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" ^ETNMHT 0 RT.fI(!If {9" TO STRUCTURAL MEMBER WK2JOtl UTNM 8' OF EACH END 4 6' TO S' OL. MAX 2X4, BEOURE TO BLOCK W/ 1/4' TAPCONS (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN S• OF EACH END 4 b' OL. MAX SPACING 2X6, SECURE TO BLOCK WK2) I/4' TAPCONB (MIN. SHANK 812E J45 MR HEAD SIZE 300 MIN EMBEDMENT 1 V4') UT14IN S' OF EACH Elm 4 b' OL. MAX SPACING. 2XS, ® V2' DRYWALL SECURE TO BLOCK P.4' WK2) V4' TAPCON6 P.T. NAILER MIN SHANK SIZE J45 MIN HEAD SIZE 300 IAA' OAJ6. X 4' MIN. MIN. EMBEDMENT i VW) WITHIN S' OF EACH END DOOR CASING 4 b' OL. MAX SPACING DOOR JN'ID OR WINDOW ATTACH TO SX PER MANUFACTURES DETAILS. NOTE, BHRM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" 092R TO BLOCK +3 7/18" 2X4, m SECURE TO BLOCK WV V4' TAPCONS MIL SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6' OF EACH END 4 IS, or, MAX BPACMG. 2X6, SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. 814ANK SIZE J48 MIN. HEAD SIZE 300 MR EMBEDMENT VW) UT14IN 8' OF EACH END 4 b• OL. MAX SPACING. 2X6• U® SECURE TO BLOCK WK2) I/4' TAF'CONS (MM. SHANK SIZE J45 MIN. HEAD 61ZE 300 MR EMBEDMENT I V4') WITHIN W OF EACH END 4 IV OL. MAX SPACING. NOTE, STRUCTURAL 2X MOT DE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MR 1-1/4' EMBEDMENT INTO BLOCK 1 _�1 a, CMU W'DRYWALL ElPP.T. .T. NAILER � t' P.T. X 4• MR DOOR CA8ING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" �E 01I TO BLOCK +3 3/4" i N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH:407.774.6078 FAX 407-774-4078 www.abdaslgngroup.com AA 4): 0003326 h N x a� 0 a SuDDIV. aLOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEIA E401 "2828-ENSLEY' GARAGE 811117 ,iO: RIGHT PAGE: DETAILS 160 H E . C PRINT 12 07 21 DATE: / / SCALE: 1/4"=1'-0" SHEET D3 L PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30J22/1023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.3 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502-3 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11J38/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS St DOORS SLIDING GLASS DOOR - 2020 FBCR 32/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31J2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2011 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLOC. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5(21/202$ 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU OCT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'•0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2011 23956.4 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31J2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Iite 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 UNDERLAYMENi 2020 FBCR 12J31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31J2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR 12J31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'27'VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 R5 ALSIDE ALUANCE'T4' 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: 11/04/21 3441 N. RONALD REAGAN 81 LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 dm 0 walf H � , pp O O Q aysaiv a. ioT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJl1CT# 04181.04C-12121 xoaart E401 "2828- ENSLEY" cswiewcss ar►nvo: RIGHT PACIJE: PRODUCT APPROVAL LISTING V.160 MPH EXP. C 202 PRINT DATE: 12 07 21 SCALE: 1/4"=1'-0" SHEET D PREPORIED CONTROL JOINT'S FLANGE OF CONTROL JOINTS Td OE URED TIED TO LATH to V OG. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS OEYOND EXCEPT STAPLES W/ MINE' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT OURMG INSTALLATION —� FASTENERS TO BE SPACED • T' O.C. MAX VERTN:ALLY7 i' THICK 3 COAT CEMENT PLASTER OEM LAYER 4, FORTIFIOER OUILDMG PAPER APPROVED METAL LATH FASTENED -1' (VERTJ Or- MAX AT SUPPORTS W M LAYER % STUCCO Ow WOOD 6HEATMRIG LATH SHALL NOT Be CONTINUOUS •• ro s• s• TG s• THROUGH CONTROL \ JOINTS OUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1069 \ PLACED RAT MAX. 6' TO S' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON I. ASTENERS FOR LATH TO BE NAILS OR— i / STRUCTURAL STUD STAPLES IN CQIPLIANCE W/ AS1M CI063 2. UIE TIES TO BE (NO. IS) 010416' URE / 3. BLOCKING SWOON MAY BE IN ADDITION/ \ TO WALL STUDS FMC UIREO PER PLAN Ol „M,r TYPE CONTROL JOINT OL/OLD NIYIeD. R.A ®no6p OI".A IWIYO P/. A 9. CLAY[ • Pr.6 L CLAM. M.c Ol FOLD t1YMlr0 • R. A ). CIMAN • Pr. a FOLD M • ® l IGLD INW1p • PL A 1 GIEAEE • PT.6 ■ CNIAEE • Pr. c L FOLD Pt. c OVER Pt. S TLL Pr. C TOgcIrY .OT,GM FLANS. 60RQT 'L""E WTEIETISIR SEAL P". OQ t= art. K 3 COAT CEMENT LIR nRArEA N' 7 COAT KA6IER(O•w ME OR.T) OILY) KICK-0YT A.AEIRtl (Ym owT WNErALL KIIXOIIT AT OOROM Q R!L! � YIeLL NifllECTIOl6 APPROVED OUILOING URAP SHALL DE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL 06" NEED TO BE TAPED UTH PORTIBER SHEATHMG TAPE / r TnN LAP .1•RrAI LAr \ LATH VERTICAL LAP TO W F . METAL LATH am LAYER -1, STUCCo WRAP icomems"Lopb W N Y / WM LAYER 9, POWIPIOER - BWLDMG PAPER J� 2 SCALE IE IRir'i LAP r nN Lana LAP, •'OVER ALL LAP VERTICAL LATH & PAPER DETAIL w CD MOTE� 6MIIAT SIDE LAPS OF METAL PLASTER IMAGES SHALL W SECURED TO BILOI' PRAMMG MgMgWJ S. PAFW THEY SHALL BE TIED UTH 0,041111 (111-MM) 671,1001 ORE AT INTERVALS NOT MORE THAN 1' (22S•MM). AS PER ASTM CI063. ® K I C KO UT FM REPAIR OF TEAM DETAIL LAYERS, TEA M WRB RS MAY OE PATCHED WHOM WRAP TAPE PER MANP. SPEC. OR PEEL N STICK on j' THIC( 3 COAT CEMENT PLASTER METAL LATH UM LAYER 7. PORTIFIBER BUILDING PAPER W M LAYER 9, STUCCO WRAP 6NEATHMs WOOD SHEATHING OR CMU WR5 LAYER GI, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING L (NAIL TO ROOF DECK, NOT WALL SHEATHING) -- CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. 'LASHMG (COMPATIBLE UV HOUSE WRAP MATERIAL) OVER APPROVED HOUSE Will FLA•MiMfi TO EXT91D QNTO MPE I. OR LEW PIPE � CUT INSTALL FASTENERS N.T.S. 9• 6')06' 6ELP-ADHERING MEMDRANE FLA614ING (COMPATIOLE W/ MOUSE WRAI• MATERIAL) OVER 4'K4' GELP-ADHERING MEMBRANE PLASHING OVER APPROVED wxm WRAP. PL.ASWIl i To EXTEND ONTO E 6� CUT AND OVERLAP ONE SIDE OF STEP _R PLAGMINS. M G EI10RAlE UM LAYER'L 6TUCC0 WRAP WIEB LAYER 9, FORrAIBER BUILOMG PAPER METAL LATH 4'A4' SELP-AD44EPO4 MEMBRANE PLASHING OVER APPROVED 116' CONT. BEAD OF SEALANT INSTALL APPROVED NOWEWRAP AIR INFILTRATION BARRIER OVER SFC4THMG ELASTOMCRIC COATING OVER STUCCO/ G.V. PINISM (SEE TYP WALL SECTION) SECTION P SE TION BmrE,rariorRM EoEYrYD ExNrior w• o(portland comets plaster MEIN comply with Wb appImt. requirement• of ASTM C 92618b. IrMa"adbon of exterior latNng and framing Mall comply with ASTM C 1063-19e. or ASTM 1787. LEGEND I DRAINAGE PLANE (WR5 LAYER "1, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ...... — — — 5UILDIN63 PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-64-7-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 g° w U Q Q yr��1j pU Q U{ LL pp Q U H W E 0 2 BLTHDIV. do LOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT* 04181.04C-12121 MODEL: E401 "2828- ENSLEY" GARAGE SWINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160MHEXPR C C PRINT 12 07 21 DATE: / / SCALE: 1 /4"=1'-0" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDEIS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 8EMENCE OF FLASHING TO BE: 'X L BOTTOM. 2. SIDES. 3_ tOP VENT CAP 16 TO BE SET IN BED k OF SEALANT AT TOP AND ��• SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT-APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND I I I I PER SECTION R703.7 Exterior kt tg and dYtarhtA BACKER ROD Exterior use of Portland cement plaster shall comply with the application - requirements of ASTM C 926-18b. X, ' Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, r WRB LAYER 1, I ..X�. STUCCO WRAP .- HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFOER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) rL SHEATHINGAYEFORTIFIBER ING PAPER CON6TUCtION -METAL LATH a' CMU VINYL CAGING DEAD 6' RAISED BAND 36, To A, MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING 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 (FORTfFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL ,717717, SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1003.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGI-I / WALL I 6' SELF ADHESIVE — FLA6HING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N T,B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER Ya' TO Ya' MID -WALL WEEP SCREED `-6' SELF-ADHESIVE FLASHING WOOD FRAMED 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 A — — R SIMILAR.) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WR< WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRJCTION 8' CI'IU WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH •1/a' TEXTURED FINISH • WOOD -FASTEN TO WOOD 6TI1W11 RAL MEMBER • T' O.C. MAX .36. TON MID-IIIALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY 00-OW APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WIRE, LAYER 01, STUCCO WRAP STEP #3 B' WRB LAYER 01, STUCCO WRAP MEMBRANE FLASHING WRB LAYER 92, FORTIFIBER 5UILDING PAPER STEP #4 ELASTOMERIC COATING: OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) 1;1�&METAL LATH STEP #5 STEF I*& OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 327W PH: 407.774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA M: 0003325 W. 0 U Q 0 a t"1 aysDIV. tk LOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 HODELc E401 "2828—ENSLEY" GARAGE 8 fING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT 07 2 12 DATE: / / 1 scAL.E: 1/4"=1'-0" SFIE�dd E�TT A2 WOOD SHEATHING EXT. WOOD PRAMIED WALL COLUMN BREATHING WRB LAYER M, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER 9 WRB LAYER 4, FORTIFIBER 3' X 3' 26 GA. GALV.j WEATHER RESISTIVE WOOD BUILDING PAPER FINISH LAYER (2 LAYER CONSTRUCTION PRE -fie' TRUE PEEL a STICK) METAL DRIP EDGE BARKER 4 i' THICK, 3 COAT CEMENT SET IN FULL BED OF rA�Ns IY1 HAT CHANNEL WEATHER RESISTIVE SEALANT,)§' MN.TYPE 'X' DRYWALL PLASTER BARRIER 'I � S'PEEL N SPACE FROM DRIP PEEL N STICK S' OAF. a TOP OF WEEP SCREED WEATHER RESISTIVE STICK � DRIP PACE TO TREX TO SHEATHING. BEHND WEEP SCREED BARRIER -2 / EDGE TO FULL 'E FLASHINGWOOD BHEATHNG `� 4' POSITIVE DRAIN i' THICK. 3 COAT CEFEN RIES DEGC M LROOF CEMENNTPLASTER 14' X 3' 26 GA GALV. 1441 N. RONALD REAGAN BLVD / " `` METAL LATH WRB LAYER w ♦' GAP FOR BACKER METAL DRIP EDGE LONGWOOD, FL 32760 STUCCO WRAP - ` WOOD SHEATHING I X/'X1 rY♦' P.T. OR SIMULATED ROD SEALANT SET N PULL BED OF PH: 407.7744SO78 ` Yi GAP FOR BACKER SEALANT, )§' MN. FAX: 407-7744078 i' THICK, 3 COAT CEMENT " GOOD () FILLER UOUSVINYL CASING BEAD SPACE FROM DRIP TROD N SEALANT PLASTER / FACE TO TREX WEATHER RESISTIVE www.abdesigngroup.wm I �` S' SELF-ADHERENG WATER PROOFING let WEATHER RESISTIVE VINYL CASING BEAD BARRIER -1 AN A:0003325 FLASHING WRAPPED LAYER BARRIER'( IF - r •TOP OR WEEP SCREED i •5 `` TO SHEATHING BELOW EXTERIOR GRADE DRY WALL (2 LAYER PEEL STICK) FROM N ` WEATHER RESISTIVE WATER PROOF( bt "Y BARRIER SISTIVE i BALCONY DECK TO BARRIER n "^""""a'�"•'• LAYER (2 LAYER PEEL'`' - EXTERIOR COLUMN WRS LAYER M, 4' POSITIVE DRAIN i' THICK, 3 COAT CEMENT CANTILEVER 4 STICK) rwr.ef°'c,w:' COLUMN SHEATHING STUCCO WRAP PLASTER WEEP SCREED NNE rroueo peen S' PEEL � STICK • DECK MEMBRANE, ^.�AtJ} i~ I �� - DRIP EDGE TO DECK EXTEND OVER DRIP PEEL N IT S' RAF. WRB LAYER R2, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE I G BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GA. GALV. SUB FLOOR FULLY FULLY EMBEDDED N EMBEDDED SEPARATE ACCESSORIES ONLY) - ROOF CEMENT . ' , r .�: -. •.....: __, S' SELF-ADHERENG BET N FULL BED OF rY4' FLASHINNG WRAPPED WRB LAYER M, " I NXI P.T. OR SIMULATE WOOD (TREX) FILLER SPACES FROM DRIP METAL DRIP EDGE BET IN FULL BED OF STUCCO WRAP ` -v / e CORNER OF CANTILEVER CONTINUOUS PACE TO TREX !1OOD P.T. SIMULATED MIN. SPACE 4' POSITIVE ORAN AMIGO AM66-WFWC-lRm I Yz �. AreFFI'] VINYL CASING BEAD Ys• CsAP FOR BacKE ) CONTINUOUS) FILLER SPACE PROM DRIP PROM IIRFF+ CUSTOM CASING BEAD -- --- ROD SEALANT WATER PROOFING let GAP FOR SEALANT FACE TO VINYL CARING NG, BEAD ------ _ FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL N OPT. BACKER ROD. O PEEL a STICK) STICK) WRAPPED FROM MODIFIED 90 WATER PROOFING let NO GAP IN FIELD C ANTILE VER D RIP RESILIENT BALCONY DECK TO AT CHANNEL CANTILEVER HAT 3/4 RESILIENT LAYER (2 STICK) RAFIPED FROM N (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 EDGE. i' THICK 3 COAT CEMENT PLASTER HAT CHANNEL VINYL CARING BEAD BALCONY DECK TO CANTILEVER CASING HEADMETAL LATH i THICK 9 GOAT CEMENT T ® CANT 5/B' TYPE `X' DRYWALL WOOD SHEATHING PLASTER t 6 Q � Q NOW D L. WEATHER RESISTIVE 10A SCALE, I la'•I' LEGEND FINISH N PANTED BARRIER 5/B' TYPED DRYWALL METAL LATH WEATHER RESISTIVE W/TEMURED a PAINTED WOOD SHEATHING i' THICK 3 COAT CEMENT BARRIER r2 FINISH DRAINAGE PLANE (UJRB VINYL CORNER BEAD -- PLASTER 4' POSITIVE DRAIN iPLASTER ' THICK 3 COAT CEMENT 4' POSITIVE DRAIN NOTE: WEEP SCVEEP SCREEDREED AP N FIELD LAYER "I, STUCCO UJRAP) VINYL cASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF METAL LATH: LATH TO BE PER SECTION SEPARATE ACCESSORIES ONLY (SHOWN FOR CLARIFICATION OF VINYL CARING BEAD R'1031.1 / ASTM C-84"1-14a, MIN. 2.5 LBS. WRB LAYER "2 (FORTIFIBER - - - - - SEPARATE ACCESSORIES ONLY) m PER SQ. YARD (UTILITY OR NOMINAL BUILDINCz PAPER) BALCONY DRIP BALCONY DRIP f LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x 11 EDGE INSTALLATION 11C EDGE INSTALLATION ® COLUMN (W/ L" FLASHING)i SCALE: NTS WOOD CONSTRUCTION CJ' T UC;CO WOOD SHEATHING WEATHER RESISTIVE UJOOD OR HUGE' ZIP LUALL 2x FRAMING MEMBER WRB LAYER h, BAR3/4 RESILIENT SHEATHING STUCCO WRAP ; HAT CHANNEL -WIER RESISTIVE THICK, 3 COAT CEMENT ! ' SELF-ADHESIVE FLASHING — — — — — PLASTER WOOD SHEATHING VINYL CASING BEAD WRB LAYER �'2, FORTIFIBER l:- i' THICK 3 COAT CEMENT BUILDING PAPER PLASTER 2 1/2' CORNER BEAD 5/S' TYPE 'x' DRYWALL METAL LATH FASTENED TO SHEATHING STUCCOSYUIRAP W/TEXTURED N PANTED WOOD SHEATHING eD 1' O.C. MAX. METAL LATH r� f FINISH i THICK 3 COAT CEMENT (2) 2x12 HEADER THICK, 3 COAT CEMENT U)RB LAYER 112, FORTIFIBER PLASTER N PLASTER I BUILDING PAPER WRB LAYER 01, a' POSITIVE DRAIN i,;- 6*SELF -ADHERING , METAL LATH VINYL CORNER BEAD STUCCO WRAP FLASHING - iisee areieEn VINYL CASING BEAD No GAP N FIELD U)OOD SHEATHING ~ '!� (SEW FED PLASTER3 GOAT CEMENT (SHOWN FOR CLARIFICATION OF DRIP CAP CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH \ 11D DRIP EDGE WRB LAYER 02, FORTIFIBER INSTALLATION BUILDING PAPER WINDOW) FLANGE ER WOOD CONSTRUCITON 14-A CORNER BEAD C5 FRAME �Lp �•: WEATHER RESISTIVE 2 1/2' BARRIER'( �k CORNER BEAD WRB LAYER e2, FORTIP15ER - '- sunDIV. ae LOT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJEQT# 04181.04C-12121 MODEL' E401 "2828- ENSLEY" GARAGE BrIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C BAWEATHER RESISTIVE (FASTENER < SPACING ®�' O.G.) BUILDING PAPER .X ■ ■ : METAL LATH ■ i i r VINYL CASING BEAD i• THICK 3 COAT CEMENT N PLASTER J' THICK 3 COAT CEMENT i 5/S' TYPE 'X' DRYWALL METAL LATH PLASTER ■ W'.T' I N PAINTED ] 1 FINISH WOOD SHEATHING fo'SELF-ADHERING 1 i' THICK 3 COAT CEMENT HEADER/BEAM CMU FLASHING PLASTER i 1/2' THICK, 2 COAT CEMENT VINYL CORER BEAD VINYL CORP. 4' PLASTER APPLIED DRIP GAP AR E37 N S POSITIVE DRAIN wlEEP SCREED DIRECTLY TO MASONRY VINYL CASING BEAD NO GAP IN FIELD WINDOW FLANGE DATE12: /07 /21 (SHOWN FOR CLARIFICATION OF SCALE: 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 146 CORNER BEAD ® BLOCK 15B CASING BEAD C9) WINDOW SHEET @aRIP EDGE INSTALLATION (FRAME, NO BAND) TAT /i 3 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 2, FORTIFIBER BUILDING PAPER — METAL LATH i' TWIM 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING % VINYL ANGLED J/ CASING BEAD — j� DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 62, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED j" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) ER h, WRAP ' OGLED > i 5EAD 'r F ..i i ER 2, FORTIFISER PAPER 3 COAT CEMENT +� ' ADHERINGG � it � WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATH METAL LATH - WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WRB LAY STUCCO LA WRB LAY BUILDING METAL L d' THICK PLASTER 6'SELF- FLASHI WOOD SHEATHINCs )' GAP TYP ;i' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER • STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFlBER BUILDING PAPER SIDINGS WOOD SHEATHING WIRC LATCR -I, \ \ WRB LAYER 01, WRAP STUCCO STUCCO WRAP I— CASING BEAD W SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CON°TR,ICTION V— BEYOND WOOD °NEATFIMG THERER RESISTIVE WEATHER A WEATHER IE6ISTIVC ' BARRIER 9 WV'ELi4�SIDING //'WGELFFLASWNGDHERM as FLASHnIC+ADHE1tM'Y i i7WEATHER RESISTIVE BARRIER VZ'ILAS14M STARTER STRIP TER RESISTIVE \ \°EBAA an \ I FLASH Y�HERlPK TAL GALY'D METAL 'r R.ASNN4 Ilow TRIM MEMBER eeBa J/ / \ / I Y' X 6. 6RIULATED I �/�: TRR'7 1'PPROVED6EN. T SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'103.'1.1 / ASTM C-84'1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER "I, � � T""TI�I STUCCO WRAP SAIRRER RESI6TIVC— BARItlER � WEATHER RESISTIVE — BOWER a WRB LAYER 02, FORTIFIBER 'JkREVEAL'81D"'G BUILDING PAPER 16'61ELF-A04-61411N4— METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) CASING BEAD @ RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = I'-O' STARTER W SELF-ADHL'RRYs FL.ASHIN6 — BBAAWER MATHER BARRIER i 1 \ I MATH 0AM 0 Z' I � 1 \4 -- -- - - - -------------------------------------- J' THICK 3 COAT CEMENT SEALANT PLASTER //_= METAL LATH WINDOW FRAME .! /_.,... ._.._.�._._._.__ WRB LAYER 02, FORtIFIBER BUILDING PAPER / E-ZE-Z BEAD G�INQ3I� ✓ (W/%' FLEXIBLE PVC BACKER ROD) `—WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Co' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED �xl FOR CLARITY `LA86SHM IdNli WEATHER RESISTIVE BARRIER'I TO LAP \ 6' MRL ABOVE TOP 1 OF Z'FLASHIN6 MATHER FE616TIVE LLITFRSISTIVEAER� iRB'I�TlI'IBER MATFER RESISTIVE BARRIER , mft' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO `�ATwTFBRRRI�E616TIVE ® FRAME TO FRAME � � TRANSITION 1 �7 Y4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT . / . TO WINDOW METAL LATH 9 ///-- BUILDING D SHEATPWIW-S WR5 LAYER 02, TIFIBER WINDOW FRAME I I I _ I I I I I WRB LAYER 01, I I STUCCO WRAP 6' WIDE PEEL 4 STICK 1 OVER FLANGE 1 WINDOW FLANGE I 7E-Z BEAD VINYL CASING 2X FRAMING (W/Bib' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP BUILDING WRAP -------------------------------------------------------------------------------------------- ��EZ BEAD WINDO W CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 m WRB LAYER 02, FORTIFIBER 'JkREVEAL'81D"'G BUILDING PAPER 16'61ELF-A04-61411N4— METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) CASING BEAD @ RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = I'-O' STARTER W SELF-ADHL'RRYs FL.ASHIN6 — BBAAWER MATHER BARRIER i 1 \ I MATH 0AM 0 Z' I � 1 \4 -- -- - - - -------------------------------------- J' THICK 3 COAT CEMENT SEALANT PLASTER //_= METAL LATH WINDOW FRAME .! /_.,... ._.._.�._._._.__ WRB LAYER 02, FORtIFIBER BUILDING PAPER / E-ZE-Z BEAD G�INQ3I� ✓ (W/%' FLEXIBLE PVC BACKER ROD) `—WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Co' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED �xl FOR CLARITY `LA86SHM IdNli WEATHER RESISTIVE BARRIER'I TO LAP \ 6' MRL ABOVE TOP 1 OF Z'FLASHIN6 MATHER FE616TIVE LLITFRSISTIVEAER� iRB'I�TlI'IBER MATFER RESISTIVE BARRIER , mft' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO `�ATwTFBRRRI�E616TIVE ® FRAME TO FRAME � � TRANSITION 1 �7 Y4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT . / . TO WINDOW METAL LATH 9 ///-- BUILDING D SHEATPWIW-S WR5 LAYER 02, TIFIBER WINDOW FRAME I I I _ I I I I I WRB LAYER 01, I I STUCCO WRAP 6' WIDE PEEL 4 STICK 1 OVER FLANGE 1 WINDOW FLANGE I 7E-Z BEAD VINYL CASING 2X FRAMING (W/Bib' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP BUILDING WRAP -------------------------------------------------------------------------------------------- ��EZ BEAD WINDO W CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 m > N b Am 2 Of c MJ BVHDIV. & I.oT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODELA E401 "2828—ENSLEY" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH E . C 1 f,/l¢v t PRINT DATE: 12/07/21 S C ALE: 1/4"=1'— 0" SHEET WA4 D BE TM EN IN KEEPING T1E VENT PROPERLY "r MID 1P SHORN IN P GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTUZED. NNL IN PLACE USING T-TM NMLS AT EACH CORNER. ROOFING CEMENT SHWLD SE UEO TO &L SHINGLE EDGES NEAR THE C"WR ENECK VENT OPENING IN THE ROOF OUTER EDGE MID AROUND THE ENTIRE PERIMETER AS RECOAY.IENDED IN SEVERE WEATINER COAST& SHEATHING. SIZE THE OPENING IN ACCpRDMICE WITH THE CWSTRUCTON ZONES. CHART SHOWN. IN THE EVENT AMECHANIC& VENTFAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTW INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE DPENNG IN THE ROOF. �T nIhOVEINTER 1,10 THE PERIMETER W T1E OFEHNG SO THAT THE NNLING FUINGE OF TVE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP MID SIDE FLANGES aF THE VENT W PND la1lER VENT FLANGES TO LAY ON OF lSHNGLES.ALL$HINaOTTW 1E TOP TINE SHINGLES. Y,-I�u� ROOF HOOD VENT DETAIL 3ECE, NT6 AT N' ANGLE D I'IODRED T CUT IN HOIEEIE6MP ' LSE OF WINDOW OPENING \ APPROVED HW6lSRAP OVER aEATH11I7 OVER SD STUD WALL STEP 1 INSTALL S'— WLF•ADHERING PLA64NG OVER NAILING PLANGE JAPM P NCLC SILL LINING MN P EXIDL GILL \J/\ FLbNIBLE PLASHING DO NOT SEAL BOTTOM PIN STEP 6 POLOAP RSLE HOUGVY tY0 TUOCFLAp LC n HEAD FOLD HOUSB6 IN AT JAFl6 N SLOPE GILL R INSTALL S' SELF-ADNEMING RAaN615, OVER VAIN. HEAD FLASHING (MTN Me DAM) MAIL RANGE INSTALL VINYL CAP STEP 7 ASPHALT F—Itc CEMENT MOLDED AROUND BABE OF FIFE AND CVER FLMIOE ALIGN FLASHING SV INT, EDGE OF GILL MO. MCGLVSCALLY PASTEN PANNED EDGES. (CAP HAIL6, STAPLES) INSTALL OUPONT FLEX R.M AS n PLASHING AT M PLUMBING VENT DETAILS 8 NT6 N4LY %, P 6EALA-4 411016 Arc APPLY TO SDOW NA LANIGE IN 4E-PUKH IOLE6 OR WE ADFEG" - DGELE PLASHING VER DRIP CAP ECT04~ BMW WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 —APPLY RASNN6 OVER JOIN 38' VAOE VALEY FL 50I OR HEAVR UNDERLAYAE 1 ASPHALT ROOFING CEMENT ND FASTNERS WTHN T OF CENTERLINE '�-EXTM FASiNER61N END OF SMNp.E Np END wN AT LEAST IYBEyOND VALLEY CENTERLINE �r--1' CLIPPED OFF _DEGREES �sMNGLES TRIATAEor BAac FROM V&LEY CENTERLINE ROOF VALLEY DETAIL SCALE, N APPLY Oa Hal (Q EQUAL)SEALANT PLUD A "LIM FLASHIG tLANCO 11"TE-SEAL RUN OR Efi '. SLOPE SILL TO EX L IT 16 THE CONTACTORS RESPIONSIdLTY TO VERIPY THE COMPATIBILITY OP ALL PRODUCTS INCLUDING HOUSEILRAP, SEALANTS I SELF-ADNERIN6 PLA6 4NO MATERIALS USED DURING CONSTRICTION 2. &STALL ALL MATERIALS PER MANUFACTURERS OUTTEN SPECIFICATIONS WAIBLE SEALANTS MAY REACT ADVERSELY P NOT E. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It% FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDEE OF WATER INTRUSION BELOW THE NC WINDOW OPENNG SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT NOTE, L IT 16 THE CONTACTORS PMGPCNSIBILTY TO VERIFY M CQTATIBWITY OF ALL FROOUCT6 NCLUDNG SEALANTS A M.F-ADNERNG RAGW NG MATERIALS us= PURIG C"TRICTCPL 2. FLASHING AT EXTERIOR UJI DAIS AND DOOR OFI NIN66 SHALL BE INETALLM IN ACCORDANCE UTH MA UPACTU ERS INSTALLATION SNISTRJCTIQNS AND APPROVED METHOD W OF AEC RIMA IA IN ACCORDANCE UT14 PNESTRATION MAMrAGNRER'S INSTALLATION AND SLASHING, INSTRUCTIONS. gg ft: OLANT6 MAY REACT ADVERSELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003326 zz MINING U BU DIV & LOT ABBOTT PARK LOT 12 BLK 12 PHASE 4C P1toJECT* 04181.04C-12121 MODELA E401 NT2828-ENSLEY" GARAGE 8111MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT 21 12 07 DATE: / / SCALE: 1/4"=1'-0" SHEET WA5 / I \ /! , , 2x6 SUB-BANb r --"" `"--- " ,-- W/I'x4' NOTCH r i 1 END, WRAPPED IN PEEL 4 STICK I' ' { DRIP EDGE I\ ------ I I/8' r'/8' TEXTURED I \ I / FINISH 0 WOOD I \ \\ 1 1/8 1/2' TEXTURED I FINISH a CMU j \ \\ METAL FASCIA WRAP Ya' FROM \ ` STUCCO, I' FROM \ ----------------- - :. ,, /, V ! WOOD WALL \ EXTERIOR WALL \\ o� ! (FRAME OR CMU) \ \\~ \\ NOTE: NOTCH FOR 2X6 \ \ SUB BAND ONLY ®ELEVATION T/a' TEXTURED FINISH • WOOD, I/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x xOlt ,. J cm WRB LAYER h, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WIRE, LAYER 02, FORTIFIDER x x x x x x x x x x x x x - - BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUB ELAND ROOFINIS CEMENT x x x x x x x x x x x x x x x x x x x x x _ FELT PAPER 47 DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT © PLAN B ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) 224 `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) �— "1/8' TEXTURED FINISH +o WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL 3• METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY x � x x x x x x x�4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT A x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-0' x x x x x (REFERENCE POINT O.C. MAX. x ONLY. FOR WALL OFF SET OF COMPONENTS) 2x SUB -BAND W/Wx4' NOTCH ®END ' METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP WA0 'x4' NOTCH e //�� N Ip L'`''' ® END, PP PEEL 4RS ICKD IN DRIP EDGE EXTERIOR WALL -ROOF CEMENT m (FRAME OR CMU) ROOF EDGE FOR SUB BAND DETAIL ® WALL CLARTD W/KICK-OUT 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-77448078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 J Z w 0ill W BVHDM Ac W ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODELa E401 "2828- ENSLEY" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C PRINT 2 107 DATE: / /21 SCALE: 1/4"=l'-0" SHE�E�TT {/�2 V Y AV 15'-0" 0'-0" 36"x36" TOP OF 4" CONC. SLAB SLAB TE-1 v 4" CONC. I SLAB I 'QOD O Fm r F M•16x16 wa ri FI l FW..I 0 O� v> a- � I � � ILLED CELLS � • 1A w O.C. MAX LINO — r FM-16x18 EXTEND 11 I O U O SLAB 1 112"111 41, PVC i \ I J LL iv to 1 q CASEN" q 1.1 9. I 33'_11, 0'-0" FIN. EIEV. UP T02ND �I I FIN. CONC. SLAB FLOOR (FIELD RS VERIFY EXACT LOCATION) �� T-0ALONG BD8 TV W/ 10" HOOK CWC-12x12 1.1 So 8" O.C. — — — —N _— _ _ _ ND O rEXTEND II 1 PVC5 1.1CASEw 3-2 „ FOR o ISLANDco 14 01I 1. 2 o I a , ILL— i LL NI I �I c j--FM-20x18 3I I f 27'4" I I 00: I O I 11 4 4 I z END 1.1 1.1 1.1 SLAB t6M� F1-24X24 FM-16x18 1A 1 1� ,., ).- 4" CONC.I SLAB I M 6'-1" M Fi-24X24 a 4:3 1/2" (I x Is Ix FM-12x18 Y '' 4 o� UIg 1A 1 I 0 a 1 1.1 I 4.4„ , 4„ WO f 4 u. F I FM-16x18 1 _ __J TAI" 5'-8" FOUNDATION PLAN SCALE: 1/4" = I'4' 19,11, FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'4" 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 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.OINDICATES #5 BAR, GINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER; OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR VWWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB ITHICKNESS REINF, REMARKS 6x6 W1.4xW1,4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17' CONTINUOUS 18" (2) #5's (+)0'11" FMC-12x18 12, CONTINUOUS 16, (2) #5s #5 IN CURB VARIES FM-16x18 16" CONTINUOUS 18" (2)#5's (+)o'-0" FMC-16x18 16' CONTINUOUS IF, (2)#69 #5 IN CURB VARIES TE-1 W SEE PLAN 6' (1)#66 #5 IN CURB (-)0'4" CW-12x12 17' CONTINUOUS 12" (2)05's (2)#5's (+)0'-0" CWC-12x12 12" CONTINUOUS 12" (2)#5's (2)#5'8 #5 IN CURB (+)0'-U' F-2424 24" 24" 16' (2) #5's (2) #69 (+) 0'-0" FMC-20x18 20 CONTINUOUS 16' (2)#5's VARIES FM-20x18 20" CONTINUOUS IS, (2)#5's HOW, Ft-24x24 24" 24" 17' (2)#5's (2)#5's 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 I4 WSID U Q SVHDIV. & I.OT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEIU E401 "2828—ENSLEY" GARAGE swMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C IN PRINT DATE: 12/07/21 SCALE: 1/4"= V-0" SHEET si 30' MIN. EACH WAY C MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED ? STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND < i CELL SEE PLAN FOR SIZE AND d a SPACING REQUIREMENTS g SPACING REQUIREMENTS GARAGE DOOR J RECESS FM w b ¢ 8"CMU WALL 8" CMU WALL I > 1 CORNER BARS, SAME SIZE AS LARGER BAR m� w H B' � � +- 0'�' ° .I FOUNDATION WITH LEG EACH H ' - - TOP OF SLAB -9. . W WAY AT ALL CHANGES IN DIRECTIONS IN I .. SO THAT THE STEEL REINF. IS CONTINUOUS o, TOP OF SLAB I{'� MATCH AMOUNT OF CONTINUOUS BARS CURB FOR < e.f - • SEE 6LA8 SCHEDULE a BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4' CHAMFER (1-STORY) #3 IS, .... SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1-STORY) I. IE '"a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE - �:p. MASONRY UNITS SET AT ELEV: W/ 1/2' ISOLATION .. 6'CHAMFER (2-STORY) Wf t/2" ISOLATION 8" CHAMFER < 0'-0" JOINT (WHERE • • #4 24" APPLICABLE) i SEE SCHEDULE +�` 3D' (2-STORY) JOINT (WHERE #. APPLICABLE) 4 SEE SCHEDULE ..- WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f POR BAR SIZE #6 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST IIMIDAR h AND BAR QUANTITY AND BAR QUANTITY h NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO #7 47, EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 @ GARAGE SCALE:314V-D" �� CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" (1) #6 REBAR VERTICALLY W/ CONIC. z j POURED CELL o y 8" CMU 5 #4 REBAR �24" O.C. C CENTER OF STEEL REINFORCING IN GROUTED • SLAB CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i =CCQ� I I NEW REINF. BAR o g SECURED W/ 2- PART 4 - 7' CAPPED ] EPDXY. MIN. EMBED 3 GALVANIZED PIPE d 8", UNO a FOLLOW ALL MANF. o5 W/FLANGE @ BASE g FOR Y 4 4'CONC., REINF. W/ tr I I m 'A6'#10WWMON USEASPECIFICATIONS 9� _a MIL POLY ETHYLENE _ PREPARATION OF 4- 4 HOLE, , i 8"CMU WALL y w VAPOR BARRIER ON ° ° WELL -COMPACTED SECURE FLANGE TO .. TOP OF SLAB > CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 114' TAPCONS o } D a< -Qz I° TREATMENT SHALL BE SEE SLAB SCHEDULE BORA-CARE (2) CONT. #4REBAR Q4 4' CHAMFER (I -STORY) z � f iF—I.R.. OLATED" COLUMN PAD 6" CHAMFER (2STORY) NTERED UNDER WALL AND URED MONOLITHICALLYWITH (2) #5 REBAR ON CHAIRS ..,._UNDATION AND SLAB LE 17'MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95%BARSIZE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL AND BAR QUANfITV /AL SLAB HEIGHT LESS THAN 3'-6' NQ PER PIAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION ,-- FOOTING AND COL. PAD J V SCALE:3/4"=1'-0" T FOOTING W/ BLOCK WALL SCALE 314"=1'-D' SCALE:3/4"=1'-0" A A 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 VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN WALL W/ SYP No 2 STUDS SEE WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WA S WALLL W/ VP No 2 STUDS SEE BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY PROVIDE DBL TOP PLATE SLAB W/1 Do MASONRY NAIL NAIL 17' O/C STAGGERED. 17' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT41r CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT 18 PRESENT. UPLIFT IS PRESENT. " POURED LINTEL CONT. (TYP.) SLAB SCHEDULE '' 8" CMU FILLED CELL (TYP.) [SEE +- 0'P -0' SEE SLAB SCHEDULE • 2X WALL FRAMING OF TOSLAB �. +_ 0' 1f2" DIA. SIMPSON STB2 BOLTS S' TOP OF SLAB MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND O.C. VERTICALLY MAX SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE C AND BAR QUANTITY FOR — BAR SIZE AND BAR QUANTITY !Uj INTERIOR CURB FOUNDATION WOOD WALL ITERIR FOUNDATION WOOD WALL j9)�SCAUE: 3/4"=V-D' (NO UPLIFT) INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION 8 scALE:3a"=r-a' (NO UPLIFT) SCALE: 3/4"'1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 W U Wa� CA W x 0 ABBOTT PARK LOT #12 BLK #12 PHASE 4C PIiOJECT/1 04181.04C-12121 MODEL E401 "2828-ENSLEY" GARAGE OWING: RIGHT PAGE: DETAILS %160 MPH EXP. C 10 PRINT DATE: 12 /07 /21 SCALE: 1/4"=1'- 0" SHEET S1.1A TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BONOBEAM TIE VERTICAL REBAR VARIES PER ELEV. e -• g. TO BAHORIZONTAL REBAR"' id' HOOK i _ m GROUTED BOND BEAM N a VARIES PER ELEV. ° e I ae • #5 BARS a td' HOOK I_ - 8' ° $ CLEAN OUT REQUIRED °-a • --r.-• ° °�- „ ^� �� FOR INSPECTION a E• n � 0'-0" FIN. FLR g • �. 1� • TIE RTICAL REBAR TO HORIZONTAL Eli .a,.•' REBAR W/ 1d' HOOK �L ^- BAR SIZE 48 BAR DIA. _- z$ f > CMU UNIT DIMENSIONS OFFSET METHOD HORIZONTALNERTICAL BAR SIZE 48 BAR DIA. CONTINUOUS METHOD ##44 21V #B 39' �U HORIZONTALNERTICAL im Q ARE NOMINAL SIZES �MASONRY SYMBOLS * 3 SCALE: 3/4"=V-01' REINFORCING REINFORCING "� 1 2 42" #7 42" SCALE: 3/4"=1'-lY' c I NEW REINF. BAR SECUREDW/2-PART n EPDXY. MIN. EMBED g B", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR N m USE AND J PREPARATION OF HOLE. °— STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-Y' ti N. RONALD REAGAN EllLONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003326 W. 0 q cl CK c a BLISDIV. & LOT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT* 04181.04C-12121 MODEL° E401 "2828- ENSLEY" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT DATE: 12 07 21 SCALE: 1/4"= V-0" SHEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1!2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESC lanoN I REMARK O (2) 2X8 BEAM SCHEDULE OZZEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc Psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID 512E SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 ax8 (1)05 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774�W78 FAX: 407-774.4078 www.abdeslgngroup.com L AA N: 0003325 roll b q N laQ�l Wiu a Q 11�QQ]1 � 6 aUDDIV. da Wl'il ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODMU E401 "2828-ENSLEY' GAP -AGE 99WING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30"TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM LA5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP SCALE: 3/4"=1' 0' PLACE STEEL of REINFORCING (L2) AS DEPICTED HEREIN. e P • ��c10 di F=FILLED W/GROUT =UNFILLED NOMINAL WIDTH a. 16-1 T/1 pE� NOMINAL�� a HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - IT/1 M/0B INDICATES A DOUBLE BOND BEAM AND XFXX-1TIOM108 INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST WINDOW SILL Z f SLOPE NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. # OF A5'S, IN 2ND BOND BEAM COURSE 7/ B # OF #S'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW %1 SILL CONSTRUCTION 4 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF, OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM TYP. B'b 1#5 BOND BE BEAM � B 1#5 TYP. S7c16' b BONDBEAM II.. gg II.. 1A5 8x16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)05 BAR .`: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS .�.o . WOODSIX.TION FASIEIY#2SPACING d. =2" MIN, 2 }" MAX 4=2 ?"MIN, 9"MAX & =1 } MIN. 2 }" MAX ee = t' MIN, 2 }" MAX d. =2" MIN, 2 r MAX % = 2 t"MIN, 9"MAX RiW }'MIN, 2}"MAX ee = }' MIN, 2 }' MAX d. =2" MIN, 2 J" MAX s.=2}"MIN, 9"MAX (2) W s=1}'MIN, 2}"MAX ee = t' MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ... ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ... ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 J' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ee = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. CE IS N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdealgngroup.com AA 0: 0003325 W. lu (IaI��. 1NQQl1 Q W. BVHDIV. Se I.OT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEL' E401 "2828—ENSLEY" GARAGE BWRNG: RIGHT PAGE: DETAILS 160 MPH EXP. C "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 PL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUS 8"B 16.1T 1T 1T/0 1T/0B 1TIOB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH IT6/18.1T 8/20-1T 6/24-1T Sao-IT8/32-1T Is 18•ttn 1rn ttn 1TNB -1T/1B e/e-zr e/16.2r erzo.2r e24-27 ene-zr e/32-2r T-6' PRECAST 1436 952 3114 4217 5321 6428 7631 3' 8" PRECAST 889 1024 3' 8" PRECAST Ism 3524 4394 5263 6132 7001 2488 8113 8385 7708 9091 10000 1569 3524 4394 5283 8192 7001 4'-0' PRECAST 1065 700 2305 3125 3945 4765 55e7 V-V PRECAST 514 763 4'-0' PRECAST 1363 3D60 3815 4570 5325 6079 1961 6113 7192 e524 7627 8751 1363 3D60 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 36M 4300 4 '$" PRECAST 398 581 4'$" PRECAST 12V 2562 3375 4043 4711 6370 1625 5743 7547 6752 6641 7555 1207 2707 3376 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 SON 4249 5'�" PRECAST 411 411 5'�' PRECAST 1016 IBM 2974 2944 3513 4084 1319 4480 7106 7342 5780 =9 1016 2276 2838 3399 3901 4084 5'-10' PRECAST 817 7024 1831 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 t1e1 3003 66n Bosh e548 5776 920 2Dm 2593 3107 362D 4133 6' 6' PRECAST 892 1139 3227 3031 3707 4383 5081 6' 6" PRECAST 410 721 6'-8" PRECAST 835 1201 1578 INS 2332 2700 1139 3227 46M 7054 1ODDO gets 835 1888 2329 2790 3251 3712 T-W PRECAST 570 me 2498 22D5 2698 3191 36M T-8" PRECAST 303 534 T48" PRECAST 716 900 1181 1462 1743 2025 2498 3408 4954 7087 6472 727 1824 2025 2426 2827 3228 9'-4" PRECAST 428 633 1503 2204 2481 2818 2621 9'-4" PRECAST 192 384 9'4" PRECAST 464 See 767 948 1129 1310 839 1874 2298 3061 4099 4899 572 1318 1643 1989 2164 2519 10-0' PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10'-0' PRECAST 356 408 612 755 US 1042 650 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11'�l' PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11'�" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 28M 3552 4B8 1042 1372 1643 1470 1710 17-0" PRECAST 308 607 1210 15N 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 we 783 507 1210 1688 2048 2688 9171 440 940 1900 1880 1314 1478 13'-4" PRECAST 270 433 1045 1365 1732 2167 2536 13' 4' PRECAST 82 298 13'�" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2005 396 1057 1312 1071 12D3 14'-0" PRECAST 254390 388 978 1272 1608 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST378 279 380 443 526 ON 97e 1272 1806 1950 236g 96t 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR 14,-8" PRESTRESSED N.R. 283 14W PRESTRESSED 230 p 746 ' 45 488 1079 1429 82 1824 27 2277 2712 246 980 1237 1474 1715 15'�4' PRESTRESSED N.R. NR NR NR NR NR NR II&A, PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 484 574 884 793412 1014 1340 1703 2118 2513 230 908 1134 1353 1672 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'.4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 355 451 587 NO 300 866 1121 1413 1799 2D47 122 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 286 348 430 513 595 235 736 959 1200 1467 1716 IN 429 623 e03 950 1098 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21W PRESTRESSED 142 219 306 381 464 627 1e0 ON am1038 1108 14% 142 373 637 690 818 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 200 359 426 407 165 560 784 992 1203 1381 137 358 513 859 779 9DO 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 120 450 864 824 1014 1147 124 319 465 5e1 887 1 793 -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2016 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 Ni RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-77445078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w u p� 6 � y x � !y � b SUHD1v. a LOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODE1a E401 "2828—ENSLEY" GARAGE 8111MG: RIGHT PAGE: SAFE LOAD TABLES %160 MPH EXP. C CII PRINT 12 07 21 DATE: / / SCALE: 1/4"=V-0" SHEET %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 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2XS 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 S' FROM THE CENTER OF THE COLUMN. r— — — — — — — — — FIRE `--------"1 3/4" SUB FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSSM- ELEV. VIW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD! DRAFT STOP �I i PRE-ENG. FLR. JOISTS 11T 11 r1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON ,08 II II II II II n u If 11 its n II � II II II n n n J4 n n n n n n n n n n n DBL STUD - — - — -ENDER TRUSS - n• n n n u n u it II II II II II II II II II II II II II II II II J2 II II II II I I II II II II I __ If r PROVIDE DRAFTS DIPPINGALONG THIS TRUSS AS TO LIMIT AREA TO 000 S.F. II II 1I PER FBCR 302.12 u n s = s ql __ ==s=ssss=ssss=s_s� _ � I n MTS12 TRUSS TO LEDGER 11 EJ3 11�—�11 11 II 11 11 11 — ,2111 II II II it II ,STULDS@ITOC.f It 110,1p II II II II II II II II II II II II II II II II II s o II II II II II 11 11 11 11 11 p a 11 11 11 11 II II II II II II � III II II -� 11 11 II 11 11 11 0' H 11 11 11 11 II II ) II II II at II II II II II , II II II II II II II I!- I�Ir 1L II J6 II II II _�� 11 11 11 IIIf 11 11 11 11 II 11 --------------- ---- (2) 2X8 LEDGER W/ 98 i/2" ANCHOR BOLTS, 5' EOGE SPACING, A 16" O.C. tOB CJ1 a4 1 3 .1 FIRST FLOOR FRAMING PLAN SCALE: 1/4" - V-0" WOIST 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 O W w U lu- SUBDiv & LOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEL: E401 "2828— ENSLEY" CARACE SwiNC: RIGHT PACE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C ' In PRINT DATE: 12 07 21 SCALE: 1/4"=1�-0" SHEET S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 3" NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 3' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) 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 W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #2 7' x 4', 5', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1b 1c TYPICAL TRUSS/ lb CONNECTOR(S) SECURE I -JOIST 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 STM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE Sam BOMB= TNC mm 4500 3/4" WOOD PANELS 6000 (2) 117WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5Z' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 12"GYP. WL. BD. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. r,,-`�I-JOIST CONNECTION @ L.B.W. `► SCALE:3/4"=1'-a' (NO UPLIFT) NOTCH DEPTH 1/4`0 O HOLE EDGE 15/5' HOLE DIAMETER <2/5'0 SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >519' 0.1 BTM. HOLE DIAMETER PLATE <3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS SCALE: 1 12"=1'-0' ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 k" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", IT', 8" x N-O" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) BIDS J" x 2 J" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) k' x 5" TITEN HD TO CMU AND (18) BIDS }'x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) J' x 5'TITEN HD TO CMU AND (18) BIDS }'x 3" GALV. COMMON NAILS. tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE 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 LBS (2 PLY MIN.) S 2b 2c TYPICAL ROOF S�D GIRDER CONNECTOR(S) 1HIGM 4800 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx12 HDG COMMON NAILS. EACH END TOTAL OF 10 LWIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4• •• � < • a LVUWOOD POST CONNECTIONS 5 SCALE: 3/4"=T-0' A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 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 < 2900 LBS, U <210 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE -BOLT/, -BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 1Odxl-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER i ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 8`0' MAX (WilX4) OR 10'-0" MAX (WQX4) 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 W/10 10d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d 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. 7' COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE 3/4'=`!-' 1X4 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 BTM. CHORD BRACING V SCALE: 314"=1'-(Y' PERPENDICULAR TO I -JOIST (2) 2X12 S R 24" MAX. W/ 24 MAX. W/ 6" MAX. END SYP. P.T. H A IJOIST (JOIST SPACING FRONT SEE FRAMING PLAN .n,P �,P LEDGER END OF s s LEDGER 6 - �i LL n BOARD v 'k- :o (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT - LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR N 7' WASHER & 5 1/7' LEDGER WITH I -JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 SYP. P.T. R 24" MAX. W/ 2e MAX. W/ SH (JOIST u015T S" MAX. END SPACING FRONT SEE FRAMING PLAN �,P �,P LEDGER w END E LEDGER �? w E"i; � w # C BOARD d �' 2X8 SYP P.T. 1IPCON s� -- s LEDGER BOARD TO W/ W MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO I -JOIST 1, ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL 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 5' O/C. S. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE SOLTSIZE MIN. END DISTANCECENRULSPACING A DOUBLE SYP 218 111V 8" 24" O/C MAX. B DOUBLE SYP 2x12 (2) 314" 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 8" TAPCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 314" x 10" EXP. BOLT/J-BOLTRITEN BOLTS W/ 5-1/7' MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS WOOD LEDGER DETAI�I-JOIST) 10 SCALE: 3/4"=T-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3)12d ® EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x 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 PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT N 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX 'CONT. 2x4 SECURED W/ (2) l0d's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE: a4"=1'-a' 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 (f1 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 AS] M PSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORES 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: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 A � Pi W U mZmZ 0 a0 Y HUBDM & iAT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEL• E401 "2828—ENSLEY" GARAGE BNRNG: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C AA No PRINT 21 07 DATE: 12 / / SCALE: 1/4"=1'-0" SHEET s3.1A IF SIMPSON H6 W/ (8)8d COMMON NAILS C SIMPSON H6 W/ (8) Bd EACH END 2x STUDS COMMON NAILS, EACH END EVERY STUD D E" EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 1 0d x 1 1/7'HDG NAILS WALL / FLOOR FRAMING, 1-JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-O" #8 WOOD SCREWS x 7' LONG (0 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A B" CMU WALL X S' TAPCONS REINF. PER PLAN � J' PER ELEVATION "' N (JOIST (SEE FRAMING PLAN) PER ELEVATION 24" MAX,2x4 P.T. CEILING NAILER W/ MASONRY NAILS r y a 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3/4=1'-0' #8 WOOD SCREWS x 7' LONG C 3" O.C.; CTAG OFF 3/4" AS SHOWN 8"CMU WALL " ; REINF. PER PLAN PER ELEVATION A. "' —'�C 1-JOIST (SEE r 3 FRAMING PLAN) PER ELEVATION (2) 294 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/63.1A a 17' O.C. ? 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL SCALE: 3/4"=T-0-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRESNG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) MAX 0 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 TRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 12' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" 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 37'OC MAX. B-(2)SIMPSON MT512 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/(14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING O SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. :0: AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ COM.2x4 SECURED W/(2)10d's�EACH FILL ALL HOLES, DO NOT USE 11ZW' WEDGE ANCHOR W/ 2" 10dx 3' WASHER SET IN HIGH STRENGTH 1 TRUSSIVVOOD POST CONNECTIONS TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. 016' 1 Oa 10b 1 OC. OC MAX. SCALE: 3�4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ° TRUS8 TO POET CONNEC710N < A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • # B-SIMPSON HTS-20 U <131- LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3'SOS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" SDS TO POST TRUSS CONNECTION L-6.W. 9a gb P08T To LAB CONNECTION SCALE: 3/4"=1'-0" A88 - SIMPsSON ABU44Z POST BASE <U:1,900 G:5,66G W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C -SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 www.abdesigngroup.eom AA #: 0003325 m V W. 5p W x 0 S SUNDIV. ae L.OT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04161.04C-12121 MODEZA E401 "2828— ENSLEY" GARAGE BMWO: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C 111� VTCR SPACING (1) AT EACH END VTCR AND 8'-0" O.C. MAX. ly;�;lti \ I OI IIoI I o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH:407-7744W78 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 U 4 n sURDIV. as LAT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT* 04181.04C-12121 MODELo E401 "2828— ENSLEY" GARAGE SMNO: RIGHT PAOE: DETAILS 160 MPH EXP. C ' 1 PRINT 12 07 21 DATE: SCALE: SHEET S3.1C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/6" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)N5 (1)N5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTEDSOUD SEE SHEET S5.1 A FOR SAFE LOAD TABLES T.6„ -------------------N 4-1" ♦ U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, ;— — — — — — — TOP OF WALL EL 17'r9' I I j I 1 ♦ ♦ 1 1 1 1 ♦♦♦ ♦♦♦ 1 1 1 1 ♦♦♦ SF8-1T/OM/OB 8F8.1 TlOM OB ♦♦♦ 1 ♦ 3'-6" 7'-6" ♦ 1 1 1 1 1 L----------J 1 1 I k 1 ♦ 1 I BF8-lT/0W0S 7'.., -� r - - - ----------j SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA S: 0003325 ZZ w04 U 0 tr Q Wpp W. O Q Wa1 0C pp Q s StmDrv. ae LOT: ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODEri E401 "2828-ENSLEY" GARAGE DWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EV C "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 SU8 ero.o6 1a-+rro tt lane 1r� -1rro6 TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH ere-tt er16-1r Brzatr en4-tr ene-tr ar3z-tr 818-+B 16-+771 1T11 rn1 rn18 1n+ w2r e/+e-2r moo &24.2r wev 02-2r 3'$' PRECAST 1438 952 3114 4217 5321 8428 7631 3'$" PRECAST 889 1024 3'$' PRECAST 1609 3524 4394 5203 6132 7001 2486 8113 8385 7708 9091 10000 1589 3524 4394 5283 8132 7001 4'-0' PRECAST 1005 700 2305 3125 3945 4765 5567 V-0" PRECAST 514 763 V-0" PRECAST 1383 3060 3815 4570 5325 6070 1961 6113 7192 6524 7527 8751 1363 3060 3815 4570 5325 6079 4'4r PRECAST 819 633 1770 2400 1 3033 38e6 4300 V-6' PRECAST 398 591 *4r PRECAST 1207 2582 3375 4043 4711 5379 105 5743 7547 6752 B541 7565 1207 2707 3375 4043 4711 5379 V-4" PRECAST 931 1247 1999 256D 3123 3588 4249 V-4" PRECAST 411 411 6-4" PRECAST 1016 180e 2374 2044 3513 4084 1319 4460 7196 7342 578D em 1016 2276 28M 3399 3901 4084 5'-10' PRECAST 817 1024 1631 2090 2540 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 ++61 3e93 6877 6036 6540 5776 920 2080 2593 3107 362D 4133 8'$" PRECAST 692 1139 =7 3031 3707 4383 6061 8'$' PRECAST 410 721 8' 8" PRECAST W5 1201 1578 1955 2332 2709 1139 3227 45M 7054 IWW 8925 835 IBM 2329 2790 3251 3712 T$' PRECAST 570 938 2498 2205 2008 3191 3885 7'$' PRECAST 303 534 T$' PRECAST 716 900 118+ 1462 1743 2025 938 2495 3408 4854 7067 6472 727 1624 2D25 2426 2827 3228 91-4' PRECAST 428 an 1593 2204 2481 2818 2621 W-4" PRECAST 192 384 9'4" PRECAST 454 586 7e7 948 1120 1316 639 1674 2296 3081 4099 4899 572 1318 1643 1959 2164 2519 10'$' PRECAST 388 487 1247 1767 1904 2163 20� 10' 8' PRECAST 151 301 10'$" PRECAST 356 468 612 755 899 1042 am1407 1897 278+ 3222 3784 504 1180 1472 1763 1710 1989 11'-4" PRECAST 330 544 1312 1742 2252 2888 3530 11'-4' PRECAST 132 417 1114" PRECAST 430 408 530 553 777 872 644 1312 1742 2262 28M 3552 486 1042 1372 1543 1470 1710 12'-0" PRECAST 308 607 1210 1590 2D48 2586 3191 12-0• PRECAST 111 370 12'-0" PRECAST 393 388 476 587 698 783 507 1210 1596 2048 2688 3171 440 940 1300 1680 1314 1476 13'-4' PRECAST 270 1045 1365 1732 2157 2535 1 T-4" PRECAST 82 298 13'-4' PRECAST 308 303 393 464 575 845 414 1045 1365 1732 2316 26M 396 780 1057 1 1312 1071 1203 14'-0" PRECAST 254 388 078 1272 1806 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 300 443 520 am 390 978 1272 18D6 1950 2389 378 717 961 1192 975 1133 14'$' PRESTRESSED N.R. NR NR NR NR NR NR 14'-W PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 we an 748 865 458 1079 1429 1824 2277 2712 248 003 900 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 15,-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T 4' PRESTRESSED N.R. NR NR NR NR NR NR 1T�" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 328 365 451 567 880 300 85e 1121 1413 1739 2047 192 506 720 501 1135 1312 PRESTRESSED N.R. NR NR NR NR NR NR 18 4" PRESTRESSED N.R. 148 1W-4" PRESTRESSED 162 tea 348 430 513 695 235 730 959 1200 1467 1710 tee 429 823 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 527 160 596 833 1038 lies 1488 142 373 537 890 818 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22'-0' PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 225 290 359 428 497 155 550 784 9B2 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 129 430 854 824 1014 1147 124 1 319 ass set 697 793 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM V OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003326 pay a p� � n c c c - BVHDM a LOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJScTy 04181.04C-12121 MODELc E401 "2828—ENSLEY" GARAGE 81RNG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C it 1 rlcar DATE: a // 12 07 21 scALE: 1/4"=1'-0" SHEET S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W110d x 1 12" 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. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER! ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVD PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAOIIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. �i n M 1 y✓) U U U 3 U U .j.� ✓j c� c� c� CJt 3 u i L 11G EJ7 II p x CA ton tow n tl It CJ3 - uNu�u� r` 11 �58 CA CJ5 IHI INI 1A c CJ3 n n ofn u 62G to h EJ7 (� I MVK3 Bi 2A A5G1 1B Ate= I hQ �1 6 I I al I A� 1 22X36 �F p q = I I ATTIC ACCESS— - _: O � :ICE _ I E o®lam=�= A4 yA I I= 1B A.2q 1 .1 _ .toolllll. CJ5 u u II un I1 n MVK3) N tl EJ7 0 II II N II CJ3 r U tl 11 x v ui CJ1 n I � y✓� 1A a a a a to C213 R CJ3 ! „ CJ3 ON LCJi x u p It „ CA 11 q „ p x ROOF FRAMING PLAN SCALE: 1/4" = V-0" i44i N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 U 5 � 0 IA UBDIV. & WT:BBOTT PARKLOT #12 BLK #12 PHASE 4CROJECT* 04181.04C-12121 MODET- E401 "2828-ENSLEY" GARAGE BVnNC: RIGHT PACE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C SCALE: SHEET s6 HIPRGOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.50 PSF (68.50) ZONE 3 = 67.10 PSF (77.10) ZONE 2e = 67.10 PSF (77.10) ZONE 3e = 77.50 PSF (87.50) ZONE 2n = 77.50 PSF (87.50) ZONE 3r = 91.60 PSF (101.60) ZONE 2r = 77.50 PSF (87,50) 'A"= 4'-0" END ZONE DISTANCE BASIC WAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0A 8 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(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 W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2" 0.131 F166 SCREW SHANK 170,000 RING (i6-20 RINGS RSRS-03 8d RING SHANK 23/e' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RINGSHANK, PNEUMATIC 23/6' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE If2" CDX OR 7116, O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANOR SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1Dd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2, 10d NAILS @ 4' O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 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 BO RING SHANK GUN NAILS Q94" O G. TOP 4 EOROM EDGES D RAFTER OR TRUSS—� ROOF SHEATHINGS ■----- I I lLIM11.111 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE-' GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'O.C. IF NO DROPPED GABLE END, ATTACH 214 ill SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2' DECK SCREWS U 6'-6' O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` I YP. 3/4" I &G 5UB-FLUOR UECKING GLUEU TO ALL EXPUSEU MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M MAXIMUM AGGREGATE SIZE SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3M'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-18 AI81 SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSAN-GROUND WHERE INDICATED ON ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWWOM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL SE 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 MERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GAILY. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSION$ AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS 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 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4>OWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1054M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. HARE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-O.00, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BV THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 A E A, A A MEETING THE REQUIREMENTS OF ASTM A448IA448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DEFORMED DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL R O O STANDARDS FOR METAL-PLATE-CONNECTED-WOODATIONSFOR TRUSS CONSTRUCTION, AND "BC51 LATEST EDITION" ROOF' UVE LOAD FLOOR: LIVE LOAD 40 psf TICAL BARS SHALL LAP B x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REV/ VERTICALER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALfLATE-CONNECTED 20 psf TOP CHORD —nco D -nt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-non—ncurrent #5 BAR - SO' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVA3CE 7 88: 1980. 15 pal TOP CHORD p CHORD s7 / 17 psf wl SHINGLES) (1 psf W/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BTM CHORD 5 p 10 Oaf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS A7 BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3 SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE (FBC 020) EXPOSURE G RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psL ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPUANCE 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 STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 20DO PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-076, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 1W. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5!W- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM OM/C94M OR MEASURING, MXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL HOT BE PLACED, IT BRALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-112PFOR 06 AND SMALLER ZPFOR#5 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-112PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A361A36M FY = 36 W FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOOIASOOM GRADE B F = 48 ksi. STRUCTURAL PIPE SHALL BE ASTM A53IA53M GRADE B TYPE E OR S F = Y Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-OFF4HE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SZE TYPE SPgGNG REIMRK3 APPLICATKJN SIZE TYPE SPACING REMARKS 14 PT FURRINGTO MA90NRY1CONO CASE �ARDENEDGGL NNLI —LONG, S OK: GPPAGE ODOR SIIf:N TO MASONRYKXXJC. 114' DIA NOWgSHER I—N 1ASONRY TA FASTENER 4 GC 1 - E...., V ENo DIST. II2'®GE qeT. SGD, AL EXT DOORS GSE HARDENED WIL 3"O,C WINbDWIDOOR/FP9TENE0 OAPAGE ODOR BLCN &6"GA OR18"OIC 2GA IXPANeION BOLT (3I0'DW) ENBED..4` ENDDIST., Ix PT, SEENOTES NNL 1 1—STAGGERED oMASONRYIGONC. TO MASONRVICOND. WASHER ]4"O/C (12'pA) 3"EDGE PST. wNOOWIfLICK GASENARDENEDCOLL — DDYADDORIFASTENE. METALSTRAFTD CONTACT THIS ENGINEER FOR SPACING x PT.SEENOTE6 NNLI I—ONG. STAGGERED INTO MASDNRncanG. RrlcoNc. REQUIREMENTS EXT. SWING DOOR (3) 9I18°gA TAPCOM i T2 FXI23ED, BUCK.RT, SEENGTES NO WASHER FASTNE IC O� GEI EDGEDIST. 3 FT W'NWWBUG( 0135°PAFxZ tIS" 3`O/C ND DST 112' PT TO STEEL COL., BEE 4"SEDGE NDTEB l;Wp- ER STpOOEPW DST, NOTES 1. STAR SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE B. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. I MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U F WZW14 W � LDWM p� 0 W 3 mm 9UBDIV. Ae LOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PROJECT# 04181.04C-12121 MODIM E401 "2828—ENSLEY' GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT 2107 DATE: 12 / / SCALE: 1/4"=f-0" SHEET SN1 • A KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTAL A'n0N ANCHORAGE DETMLS %u ��vsm,c,rlwE�emA�nGm �Nnno,t x awuFfRrm,uamY»msa+wnnlnwetrAaewmmf,a uvav,mmwYlwusrAm.arYfwCan Ar w•.,r.,rAw,rfFE aBfawa"aReeT:. t»xr.awc+oeruneoRrxReerttwu,teamwcwmwY Raa r�:nvararaanecr»suFwowu,assfa., NI•meN 1RaTulwcxrRF» Rasa.errno �. roro0n,laWFYcawtlYWMArtwawan•WIM>EfatM sa rt�eeotwwreB,auur.wE>.wRravnnwAw t, v naOe.�x.'u�ri+w,iR,nree�w-u�c�:�mTf` moan. 4 wt"0a1Y.vM.t�iSfi�frs� W N�GISCgDSMeKs,• �,tMM awenR�W v.TeD .vart6 MYY®f INGTOI,a HUO,aVLLR sww+e»f Kcw°awes YRw wBcv.NER roar•, s. ��eRNoiwAPaAoorMEN4YwLsenarER �w.a�.cuow�rmM��vzu we•riu�K+�ocot r, BPnII Rvpnm>,wrotnwRFWVMpeiABo lFMFOPNiNb ea.r°6i.o' neRoeeewRoevKwrYwBv Aucr+�twwetacR 4. •�f� R �NKCCfO)NCE wR,MGU»aN m,1,i1C' HfrutwRFAwAceaofw:ewRN nt amaPrea,fw of l �.I�GBp000twq YRR1NwMA..WpMD BOfrrt »vwTFAvcnifsxowon3axas vrRrLs3wrt,vfoim» ,bwliAenNmffcE uafwwrmrvefar•m,caarouxo �eafm�sun,cAT�� a�wrE �s� `� fnm+ew�',fasBsr'uiesrmrasE r�aro armrrra DESIGN PRESSURE OW) RATMAT W SPAN (NOTE 2) ENFNNl1EENnFOa aEB,MIBFYfWIBi N[TlEI[AMI. METM vlffa EOFFFT BOEEE (M MOt!)0 iPM11EBE EaIE/t 010.MEF1w.i>4 1•a.fll. ,Y 11,Pot . 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BEE TNXEWIPNs,IffirOR BPANBCB C.il'. 1LTT'.t4'AIm N'. 2. B6TALATIW iKfETERs ?r b1rRFPAPNAl1.Ff TNF 'TYPE,YM,r FEF(EfFNiNm r0tr 0N1A,1(E R,NMN fORPEBPFGIIVE YMHTPA)E. sEEfA8/EIEn BCJEWf£PNLE ON I»B •- TNMEM E vrb0YEb1 ERCI.vCE YKL IY AMCE TO ftTIgrtr wT0 BT,KKO.iasv,MBCb VENEERA,OYDIIG}EWEpIITAtiEE •HKLBE sud t0 FAE+nXTttE CRAFTMO Of BL.BE',RAtE YA»RK. �.1. fA91ERER1EH0fNt&K%XIIN1pENefALtAAfNOEtAaB DONOi TIbEwTO ACOOtWT aKt Mlrte.wAtlfMw, 1»G»E•B B,WL RAOOfD PO TIE -Of WFOf�sFERERL[RGtN. sFF fAslffERsgEOBF iW.f CM 1XB bNRf. i. KLFwbTENEP•81»LL XAKIAR�BpNIEB»iAPi C0ATw0BOP BEYAOE a cORNdH)P NFaBTAPTlN»RYvsCOvrAi»LP YNn ixE 9UB5,RAfE Nw1EMAtb. FASTENER SCHEDULE oA1T WfEIOt . - /Y NMJE1[ q tl,1aFFf i t/r• Darr wcw R .000 ,-B7r 1/4- tffRR srsle 1• rf. ,aonf ram :M +/r p . r m .om scfa. oR p . Y FR TAtwN eoEE roan ,-,/3• s/r ,R r,A ,mon x-ur ,n fcrt ,- a.mffoR Emm :,Lawn irNe .Rx fE '�"'®» fw fcBeR > rAv1]a .,a rt,.anYo vwFfRfF NE . 1,E rfBmal N�RYf e,EmRPr Rm R,x M,RPP 1VR, w» I!'1NF1[4FlELpvaif /N0.Byi T91i0Fpr► �BM1 ClerAiIAIIM ORAEBAl1YUF HfPM NRprnr Ynab•a' LIRTN » BBCw AECt Kr bb.] -7 y rII�aaht EC ».b bT.b -ae Sib y» auaOBF IIC u.l bt4 — .1 y Eacaohe Ait 41,6 4].• ms J].• a •IIc,fuaF aec nr _aL] is. �Lr 79 I65T. R tB 0. 6 1.494�— 0.04 t.sa 2 — 1 /2" J—CHANNEL/TRIM i VINYL (No. 7100)25 1 j I 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VNYL SOFFIT SERIES J-CHANNEL FASCIA 12• TRIPLE a SOLID NO. 0023 SOLD SOFFIT tY TRIPLE 4 FULL-O-VENT 1/2- J-DWO41 4• FASCIA N0. 0022 VENTED SOFFIT V*m NO. 1100 ALUERNUM NO. 9700 12" TRIPLE 4 FULL-O-VENT ECO No- VENTED saFTTr BILL OF MATERIALS xcwiYR Kula ' rorm� � samuc aB ala r .,o oEasfob a t ff� ukB TFa Ros ,a1 „ +-open - s¢ avara aP aEEr > �'-SQ p"nMO ONS�> ffBE +o oN swT, s ttasr sNa1a . ,-,/r T-fBE rw rafoEn so E,ea»1,• a�ulnto ma ° ao>r BE,Ea1, R ,-T/.• wE frft s,m > » n R >/1r'fOiP olorl. anF1[ r ffra talon, sw e s� » z Y fnf.fN w000 Ema, - w - a+x B+L IIWB ' R Y ,fOfE1Fl BOBD MTIp - R . •.4t fw EBen ,l R fYE s1m © TRIM NAIL INSTALLED THROUGH - FASCIA R 10" O.C. MAX 0 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCI, / BOARDBYOTHERS 0STAPLES INSTALLED- THRU SOFFIT AND JCHANNEL AT NAIL OFFIT D HEM AND IN VALLEYS STAPLESINSTALLED0 q� ,17' O.C. MAX (INTO JCHANNELOS O/u00D)IN J-CHANNEL SLOT MAX. DETAIL A FASCIA © STAPLES INSTALLED 17' O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL Q 12' O.G. MAX. (INTO CONCRETE/MASONRY) WOOD BATTEN 1G ,STAPLES INSTALLED O THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS ,8X3" WOOD SCREW ORQ 'TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT• - — )J-CHANNEL-/ }" h DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 1O 10d NAIL AT EACH TRUE&JOIST/RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO FRAMING /TRUSS/JOI / BY OTHER EMS. :HANNEL 03 _ DETAIL B J-CHANNEL FASCIA © BATTEN STRIP ANCHOR.> NAIL AT EACH TR \ TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD SATTI WOOD BATTEN® O S -INSTALLATION SCREW, BATTEN ATTCHMENT 0 FASTENER SPACED 24" S J�.OLC AX O.C. TAPLES INSTALLED 2" O.C. MAX (INTO OOD) IN JCHANNEL OT OR T-NAIL R 17' MAXTE(INTO ONCREMASONRY) ONCRETEICMU OR WOOD (NOTE 1) DETAIL C J-CHANNEL BY OTHER NSTA' TIONSCREW, BATTEN ATTCHMENT S 8 FASTENER SPACED 24" MAX O.C. STAPLES INSTALLED 0 12" O.C. MAX (INTO WOOD) IN J-CHANNEL S SLOT OR T-NAIL 0 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE t: MINIMUM SPRUCE.PINE-FIR FRAMING OR CONCRETEIMASONRY. SUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L' EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) SEE DETAIL'A'f buSEE DETAIL'E'J 1 SEE DETAIL'D'� SEE DETAfL'E' �y EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL 0 WALL, FASCIA 0 FASCIA END J-CHANNEL @ WALL AND FASCIA END nr — Me [tAl A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 ur— KUIL h 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 Jn � KUL B 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTES) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA S: 0003326 �11 wpQ 1{pQ� W0 9UHDIV. & LOT: oN ABBOTT PARK LOT #12 BLK #12 PHASE 4C PMJECT# 04181.04C-12121 UODEL- E401 "2828— ENSLEY' GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C PRINT 12 07 21 DATE: SCALE: 1/4"=V-0" SHEET SD1 v GENERAL REQUIREMENTS: . A. • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG. 1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MAND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE I INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. r LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE �� 12" WIDE SOFFIT INCHES OF NET FREE VENTILATION PER LINEAL FOOT. �\ • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. 1� FASTENER POSITIONING: VENTING TO 1" FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) FASCIA EAVE SHIM ° AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFITO if OF SOFFIT (WOOD) VENTED PANEL JOINTING METHODS: SUBFASCIA ° SIDINI INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA -16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." LtAVt AF'F'KUt'KIA I t GAP AND CAULK FIGURE 2 FRAMING MEMBER H-J t3A I I tN NG ER I NG IER FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngmup.com AA N: 0003325 A u � o e�Sl Q d) rc >U13DIV. & LOT ABBOTT PARK LOT #12 BLK #12 PHASE 4C PMJECT# 04181.04C-12121 MODELo E401 "2828-ENSLEY" GAM&GE •WING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C A. A NO IPRINT 1 7 21 DATE: / / SCALE: 1/4"=1'-0" SHEET SD2 rl 5D �2-t �� 4 w