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HomeMy WebLinkAbout7648 Sail Clover Lnq0 992(fol 0 004EHB 0 99 ALL WORK SHDA$UILITH DING REVAILiN( CODES FLORI CODE, ELE AND HE CITY OF ZEPHYRHILLS AND ORDINANCES • 2� HOMES REVIEW DATE r�,_ CI N�XpMINER� PLA 12602 TELECOM DRIVE, TAMPA, FL 33637 TNeIE (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -l�1a= CODE, Rom, ABV. ABOVE LAY. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE �BUvB,DDit: 1 m aDrm (2m) -AIL ISTATE = W MY -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B A/C AD,. AL7. AMP. BD. CL CAB. CLR., AIR CONDITIONING LUM. ADJUSTABLE M.C. ALTERNATE MFR. AMPERAGE MIN. BOARD M.T. CENTERNE MTD. CABINET MTL CEILING N.T.S. LUMINOUS MEDICINECABRJLT MANUFACTURER MINIMUM METALTHRESHOD MOUNTED METAL NOT TO SCALE "Mn 2-STORY Q„U v�. ARCHITECTURAL SHEET DESCRIPTION 00/10 DID BET ISSUED PG CI -COVER SHEET PG GN-GENERAL NOTES PG Ai -FIRST FLOOR PLAN 02me ADDED ELEV. 'J' N 'K' ENTH SIDMG PER MARK SOWES 0240/18 piD SET RE•IBSUED 04AW FOOTING REVISION PER M. BOWES TAMPA FL 33637 f TEL: 813 740-9720 FAX: (813) 740-9715 'BASIC MIND SPEED - V=10 IIPH VaMsd=124 MPH -IOLPosuRE - c -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CUR. C CPT.PT. C.T. D. DBL D.O. DIA. DIM. DISP, ➢R DR. D.S DTL. CLEAR OC. CONCRETE PL CARPET' P.B. CERAMIC THE PH DRYER PLT DOUBLE PLYWD. DUAL GLAZF,D PR. DIAMETER P.T. DIMENSION R. DISPOSAL RAD. DEEP R.A.G. DOOR REF. DOWNSPOUT RM. DETAIL R.O ON CENTER PROPERTYNE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG AIA-FIDOR PLAN SECTIONS & DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K' PG A4K-LEFT & RIGHT ELEVATIONS "K" PG EI -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 06&% 140161-6 WORrORATED INTO MASTER PLAN m6/16/IB CONSTRUCTION DOOI'ENTS RE -ISSUED C&Tft ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 01126AS DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A 0246A9 PLAN MAINTENANCE STATE OF FLORIDA SQ.". CALL. S @ArAB REVISED LINTEL SIZE AT FRONT ENTRY DOOR UPDATED DATED LEDGER NG BOLT SIZE 4 SPAC PROFESSIONAL ARCHITECT: BT RR LIVING 1,104 50. FT. D.W. DISHWASHER SC. SOLID CORE EST DR 06AWM REVISED ]-JOIST LAYOUT PG DI -DETAILS 06/2b19 ADDED LED LrmWTS TO KITCHEN N BATHROOMS PER MARK BODES ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 2ND FLR LIVING 1"1 $0. FT. TOTAL LIVING 2,605 ea FT. GARAC# 431 So. FT. PORCH ELEVATION K' III ea FT. TOTAL ELEVATION K' 3,I53 Sa FT. Bwm' PATIO 80 SG. FT. EA. ELEV. FQ EXH. EXT.EXTERIOR F.0 EX. F.G. FIN. FLR. FLUOR D FTO. GA, GAR. DISP. G.F.L GL. EACH S.D. ELEVATION S.H. EQUAL SHT. EXHAUST SHTHG SHWR FIXED GLASS SBA. FUEL GAS SL FINISH SL.GL FLOOR STD FRENCH DOOR ENT sws FOOTING TEMP GAUGE THK GARBAGE DISPOSAL TOC. GROUNrNTERR FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GLASS TYP. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD WALL SECTION TEMPEREDGLASs THICK TOP OF CURB TOP OF PLATE TOP OF AB TYPICAL PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 0VJ3/IS ADDED STOVE OPTION TO ELEVATIONS Ys', FI', 'J' TC' 09113/g LEDGER BOLT BraGNG REVISED I0125/B ADM OPT. W-O' CEILNG WEIGWTB VWM REPLACE LOP CONNECTORS WITH 6E PEON CONNECTORS 03A99R0 REVI6ED DETAIL ON SWEET D2 OPT. W-V CLG. W.T. M REVISED STAIRCASE AND STAIR SECTION DETAIL 01/mVN1 2020 fBC UPDATE 03AMI ADDED SOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. HoR. HOT. OR HT INT. INT. GYPSUM BOARD U.N.O Ho9EBIB HEADEER CORE W. HEIGHT w� INSULATION WD. INTERIOR WIN w.o-1 W.I. UNLESS NOTED OTHERWISE VAPOR AS HERROOF WITH WOOD WINDOW WATER HEATER WROUGHT IRON 03/0541 ADD FLAT HEADER • T-W AFF. (8'-m' CL4 ONLY) PG SI-FOUNDATION PLAN PG S1.IA-DETAILS PG 31.2-FIRST FLOOR DOWEL PLAN PG S2-FI DETAILS PG 32-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG 32.1A-DETAINS �E DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ms/16rn ADDED 2m' P001ER oPt10N IF ANY ASPECT OF THE CONSTRUCTION (AS PG 32.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WRL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG Se -ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS %ONSTRUCTION BASED ON THE DRAWING SET. 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdesIgn8roup.com AA #: 0003325 s� 4 99T1lmm a EAT: ABBOTT PARK LOT #9 BLK. #13 PROJEOT# 04181.000-09131 MODEL: 4EHB ff2605-HAYDEN" CARAOE 8TRNG LEFT PACE: COVER SHEET 160 MPH EXP. C GENERALNOTES 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, SECTON 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: 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 13111 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 1- MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3028 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALLBE 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. snwm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OWSITE 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, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 -2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-("BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TOTHE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TREK 1. 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 INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCONPLYNTH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MNIMUMAREA SHALL BE 8 FT . SQ. PLUMONG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %4" PVC (SCHEDULE 40), INSULATED WITH Y"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 COVER 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 FINON98 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 1/e" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS.1/1" 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-C1063-19aAND 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 CERAM 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIORsomn 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) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngmup.mm AA A: 0003325 w BUDDIV. aLOT ABBOTT PARK LOT #9 BLK. #13 [pitoirmeTip 04181.000-09131 MODEL" 4EHB "2605- HAYDEN" GARAGE BWMWG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DATE: 9/21/21 SCALE: 1/4"=1'-O" Bill= GN PATIO 0 15'-4' 0 COND OVERHANG d ROOF--------- 2-SH ABOvE I I (2) 9052-SH Hb• 6068 GD. 1 12' -4' 2T -4 — B II W-01 CLct m — 9 LIVES(} a ROOM I I I 1 RO�Q e'-0' CL& e a, CIA I 9'-0' 3'-8' 1'-2' v (2) 2068 FLAT HDR 0 1'-Fs' AFT, I I A I I I c1V 1 II QI D II a TUB/ RTH2 Vic I W-0' CLA I POST O 01 L AWC io m UB 1 ImI I I I I m 2868 2'-B' ip 0 5'-4' 3'-B'-10' 2'-10 1 8'-0' N.B. 3'-41 5'-B' 3'-4' R 2868 SC20 MIN. STAIR DATA 15 RISER • 152' BOLLARD 14 TREADS • 10' D 9 I G --- clr, , 9 iREF; i 4 H 3-SH v -- AS REQ. PER BLDG. FLAT HDR • CODE 1'-6' APP. It POYSIt ° 8'-0' Cllxm FLEX III I 8'-0' CLG 0 9 GARAGE °' °' cLG _ a III ---FLAT HDR • N b rTi III T-6' APF. 2'-10' I6'-0' 2'-IV "0 ( ) 3052-ow 1'7 16'-0' X 1'-0' O.H. 0 a FORCH W-B' OLG. a 0 -------------------- FIRST FLOOR PLAN SCALE, 114' . 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 DOORS NOT LESS THAN 1 3/8' (35 MM) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE A ITS ATTIC AREA BY NOT LESS THAN ly'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LEGS THAN ObYlb.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 GovaelrAw cuoonoeeoLGAoe elide nu Epau�E wx � ekao agile 01110m eaMIE I01E 1el NNeID va R31Ma NO TWE F00TAN MIN. WNDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MN. CRITERIA S18D. MN. 41 5 34/-43 CRITERIA 16010 O.W.D. 112 5 31D/-34b 12'xl2' SOFFIT I 5 319/-439 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG, CAT. -II, EXP.-C, MEAN ROOF HT. - 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMML DA15111M SQ.FT. CAM'S 1ST RR LIVNG L104 SQ. FT. 2ND FLR LIVING 1,601 SQ. FT. TOTAL LIVING 2,605 SQ. FT. GARAGE 431 SO. FT. POR:H ELEVATION W 111 SQ. FT. TOTAL ELEVATION'W 3,153 S'xW PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND B'-0® L UND ON PLANS BRIG. HGT. VARIES 8' BLOCK WALL UND ON PLANS IT'-4' BRG. NTEMOR LOAD BRG. WALL UND. ON PLANS I INI NON LOAD BRG. WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE uE 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 0 BUDDIV. Ac LCIT: ABBOTT PARK LOT #9 BLK. #13 PIeGJECT# 04181.000-09131 MODRU 4EHB "2605—HAYDEN" GARAGE BWDtG: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C DA M 9/21/21 SCALE: 1/47=1'-0" SKEET Al C TOP PLATE 9 M BAR DETAIL A SCALE, I!1'.I'-0' 42' HALF uV (UX20D 21 LAYER OS OF 3/4• PLYR (2) LAYERS OF 3/4' SUB 9'-0' FLOOR MATERIAL RIM FOR 60LID NAILING LAUN . 3/4' rAG SUR FLOOR GECURE TREADS TO STRNLGCR AH U OWED . 6CIEUED W 30%3' SCRELLN • EA PER FASTENER STRKiER LNTM RE.4DEO GWA14K SCHEDULE TO EXTEND ¢EYOND THIICWJ&" ''IN. FLR OF Sue -FLOOR SMAT14NO SYSTEM (SEE FLOOR ETA SET! SRISERS TO CONFORM TO FBCR 7TH EDITION (2020; MIN. TREADOW MAX RS3ER•1 1/4. 31I6• MAX VARIATION N STAIR DATA, RISERUMADS ADJACENT TO EACH si • 152' 110*- OTMI ER GAG' MAX VARIATION N AN r 14 TREADS • ItlSEIdfAEAD HANDRAIL Cb11IM1AR P NOSING CROPRovISS SECDETIOeaulvAN DIA. BE I V4• .-V4' oR LENrTO GdRAGPADILITY WINDERS- MN. W WIDE • NARROW END MK II' UMDTH a 12' FROM NARROW END 34' MK HANDRAIL HOT. 4!MC4,06E0 ACCESSIBLE SPACE INMR STAIRS SMALL HAVE WALLS, LNDER STAIR UNACE AID ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Vl' dLYP" BOARDS. FBCR JIMA 3/4'IOCK \ PLATEi,MAX_R,NOSINGMRLR.S1'P 7C.Am STRINGERED WOX4 SPFow BEAD OFR ALAKER GMILAIRE •RIZONTAL RINRE-AJ'OIRCINOX 12 STRINGER vOd i'-S' O= STAIR SECTION B SCALE, I/2'.1'-0' 42' H. 112 \ \ WALL III/ CAP MASON IT NAILS • 2X4 P.T. EEPER INTO GLAD URTHN S' OF EACH END. 32' OG. MAX HANDRAIL 4 ILV 2X4 RE-N THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.782 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I44 V OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114'. EDGES �m SHALL HAVE A MINIMUM RADIUS OF I/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 / FB.C. 2020 CHANDRAIL SECTION D HDR .IDYL. NOTE: HEADER FINI614 TO OE I'M COMITY STANDARDS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdealgngroup.mm AA 8: 0003325 c 0 a avaa:v. ao LOT: ABBOTT PARK LOT #9 BLK. #13 04181.0 0-09131 MODZL: 4EHB "2605- HAYDEN" GARAGE 8WDF0: LEFT PAGE: FLOOR PLAN SECTIONS & DETAILS 160 MPH EXP. C ROLAW A AWUCHACRA AR NO 03723 , rPRmT DATE:9/21/21 *CALF: 1/4"=1'-0" BHEW A1A 25'-4'BLD6.1-16L41, _____-_____-_ SH/LGE SIDING 1 ITYPJ S1 6' TRIM BOARD 6' RAISED BAND 4' FREIZE BAND (TYP.) 11'-4' 2ND FLR _ BRG. HGT. I_mn PYPON DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND 9'-4 ID, _ 2ND B -O' Cl-G. HGT. * OPT. COACH—�� LIGHT s IT-4' 2ND FLR. BRs. HGT. 9'-4 3/4' 2ND FLR, FIN. FLR/BR's. NGT. -- 5'-0' CLG. HGT.o __ 0'-0' FIN. FLR, _. - - - - - - - - - - ------- K-h------ --— -— -— -— -— - —- — - — MEN MEN INNI ■ol OR MEN MEN_-il! I I , 11110-ml lmwl 1�,1NIZ� IMS FRONT ELEVATION REAR ELEVATION SCALE: V4 . I'-0' TEXTURED FNISH ROOF FYPON IB'X50' DECORATIVE SI-NUTTER OR EQUIVALENT 11'-4' 2ND FLR BRG. NGT. -FYPON BKTIIXII OR EQUIVALENT -4' RAISED I I 6' RAISED I I BAND (TYPJ jV-43/4' __ —g2ND FIN. FLR 1 S'-0' BRG. HGT. o ENTRY I I 4B I I I I I TYP. I I 4' RAISED I I BAND (TYPJ 6' RAISED 1 I BAND (TYP) I I 0'-0' FIN. FLR. 2ND FLR Q B7. I I I 1 I I I I 9'-4 314' 2ND FLR i FIN. FLR/BRG. NGT. I S'$ 0' CLGHGT. i _-® I TYP. L—_ 0"� 0 FIN. FLR AREACIFATTIC ISM SQ Fr. NET FREE VENTILATION AREAREOUIRED = 1/300 REQUIREDVENMLATION AREA = Im5(3W = 5.2E VENTILATION AREA X SO, INCHES PER Fr.(144) 7MB SQ IN. MN. REDURED VENTILATION = 5X 764E IN UPPER PORTION OF ATTIC 3S44 SQ IN. OFF RIDGE VENTILATION AREA a 115 SO. IN. PER VENT 3a44/115 AL• OF VENTS RWJAPED 17EE 30 AL•OFVENTSPROVIDED = 4 AREA OF ATTIC IS THE PERINiTER OF THE HDUSE, LESS THE OVEHRANG 77d EXTERIOROF WALLTO DMOROF WA NO OVERHANGS INCLUDED V2' THICK 2 COAT CWVNT PLASTER APPLIED DIRECTLY TO MASONRY ------- 41M' SALV. T-'-TYPE PLASHING SET N ROOPNO CEMENT PI 90SLA66 8IINGLE6 WMCERLAYMENT AS PER FISM WEILL ROOF SHEATHNS THIO0E66 AS PER "ET &A SECURED PER FASTENER 604EDULE 2140 FIN. L6U- 2ND FN. FLR. rELJNJ . 2R6 6YP RAFTERS OR PIE-ENS'D TRUSS — ROOF SLOPE PER �� ELCVATION MN. 1/I6' Oft SHEATHNS CLAIM TO BE SECURED TO 2X6 MEMBERS UI Sd NAILS !' O.C. • PERR'IETER 6R'IPSON LUb-26 WU r4) 10dY TO LEDGER AND (2) led'• TO 7x6 ,IoroT IEA WNW THREADED ROD 32' OZ. 4 WITHIN 6' OF EACH END MAX SET N SIMPSON 14I13014 6TRCNST14 EXPDXY 32' Or- 4 WITHIN 6. OF EACH M MAX SET N BRIPSON HIGH STREW EXPDXY 6' MN vim CHANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: I/7 I'-0' ENSNEERED WOOD TR166E6 • 24. O):. SUBMIT SHOP DRAWN " SEALED BY PROFESSIONAL DIOSEER FOR RENEW e AND carE'ENrs PLYWOOD 6WEAT14NG SEE STRUCTURAL 2ND RR BR' W.T. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslg"mup.DDm AA 0: 0003325 h � h 14 s� c e 0 a let WI aumly. & RAT: ABBOTT PARK LOT #9 BLK. #13 PROJWT�1 04181.000-091 1 MODaIA 4EHB "2605-HAYDEN" OARAOE BWWOE LEFT PAOE: FRONT & REAR ELEVATIONS K' 160 MPH EXP. C ROOPNS AND FLAGWNS W/ DRIPS �TwISS 6rRMS.no ANpCR• EDGE PER MNFR. WARRANTEE Oa •7IIIICr1••A1. RMIREMDIT6 MMADUMONAM WRAP FASCIA URTH BREAK METAL MAOONNYMOND R'w012,2x& WOOD FASCIA SEE 6TO CTURAL FOR FASTENERSVENTED SOFFIT PER ATTIC CALC.1IR' THICK 2COAT CEMENT PLASTERAPPLIED DIRECTLY TO MASONRYRAISED TRIM PER ELEVATIONS 2ND FLR WNDCW PER PLAN SOFFIT DETAIL D � 9/21/21 (j��RA ' SCALE: 1/4"=1'-0" SHEET A3 K I�9 OFF RIDGE VENT 11'-4' 2ND FLR F L R. I V I TYP V-4 3/4' 2ND FL R , II I 12 9'-4 3/4" 2ND FLR FIN. FLR. 8HGT. _0 CLG. _---'�I- �j II -------------------_-_-_---_-_---';-_-_ `---------_-_-_-_------------------ _ FIN. FLR 'moo ENTRY II II 0'-O' FIN. FLR. I I 00'-O' FIN. FLR ------------------------------------------ ----- FRAME DOLLN FOR FYPON BKT:Wl OR EQUIVALENT 17'-4' 2ND FLR BR's. I-GT. V-4' 3/4' 2ND FLR FIN. FLR./BRG, WGT. W-0' BRG. HGT. o ENTRY 0'-0' FIN. FLR LEFT ELEVATION SCALE: V4 . I'-m' TEXTURED FIN19N RIGHT ELEVATION SCALE: V4 . I'-m' TEXTURED FINISH ,SIT'-4' 2ND FLR BRG. T. _ 9'-4 3/4' 21V0 FLR FINFIN. FLW . HRG GT. CLG. W.T. AB'-0� FIN. R-R. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-774-4078 w ;bdesi8ngroupmm AA #: 0003325 0 m o g SLTnDiv. at LOT: ABBOTT PARK LOT #9 BLK. #13 PROJECT# 04181.000-09131 MODZU 4EHB "2605-HAYDEN" GARAGE 8WDda: LEFT PAGE: RIGHT & LEFT ELEVATIONS „K" 160 MPH EXP. C DM DATE: 9/21/21 SCALE: 1/4"=1'-O" 8HzZT A4K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —f---1 I2SY OUTLET » AMP "AU POLS IiDV OUTLET IWV OMIT w d a M'!T UMV ro allareM --F�i OPI UDV OUTLET tCL%vIV Y4 (TAMlIND PALL INTERVIEW WANTfT.1'IMR RLEATA4r rm) 220V OUTLET (4) U CON ECTION KxT. YMTIIpR•70r OROIRO PA{LT tom- GFI OUTLET NTIllarm SWITCH SWRC14 S-WAY OPER t4 !WITCH 4-WAY OPER Fo WALL 1'awm* LIGIR CEILNG Lidl4T © LED 04 LI@MT LED VAPOR O VP PROOF LOW O VP VAPOR FlOO LOW OIEf`tSSFD CAN eMR. FAN I C!M PER SO PT. VENT. PIN aKANT 1 CM PER SG PT. V FlxTulae OPEC'! TDD DY L RI R 2-iftsuRAP ® (1EGE80ED) ARIa►D 0 R.UDLREfCiM x.DILD ~ AIa011D (6U� KACF�NThNiJ 7'RAWRI IcENT KAJORINCIINrt r-o--�—e-+ II0.6 41RIfX LION PANEL sib MITER O SD. &,am DETECTdI SAILAACKip- YIC.HB� UALL MOUMED S&IL MQL-M Iw emmE DETECTOR WLyB�� ® SRO IIWEI 11E1ECTOR CO!'o NTIRSONECTEo !MALL X A DISTANCE 0 NOT LESS THIN A' PEIDAN7 LAIR MAIUSAL GAS ► TILv++orc .TACK WATUR MEArVt m AO ELEVArm DISCONNECT , AIR CaIDRDNNG SEE AIU ON UMa DIEeaNIEeT 1-� TIRLEVAION mm Lan 8m O TO Be SUPORTED N ACCORDANCE -am J.DON MAN= AS SUCH FOR CELNG PINILAM TO M STANCE IIW 9 N MAID' aU N P MARE® A6 eueM PaR EDASII r Bann 24' NGRDE8Cs4T LISHT 1TIIP nnnnnn SS' NCYOIECD(T LISMT STRP nnnnnnnn '. NC4NDzoc r LAMT !TRIP FLoaD LAMr OIR.00UUTY KEITAD Pd PIA -ama14 FOR c"m worm • LOCATION CP TV JACK! A PHOME OUTLETS A PANS TO K VERIFIED • MOMEOS aR PIQ-CONSTIIICTION ""T"'I • ALL s A 20 AFP MRANCM CHANTS TO ME ARC FAULT PROTECTED PETS ELECIRWAL PROVISIONS OF MM TTM EDITION (xAfxO) A IEG x1s.D MR ®RIOL • 20 AMP DEDICATED LALWORY CIRCUIT. • GPI • ISLAND (NOT ON KITC{EN CIRWIT) • DIN#UANiR DISCONNECT TO M LOOKOUT N PANEL • DATMRO01 00 ADT FAN TO NAVE MN CAPACITY OF 50 QM NTEI04MINT PER ELECTRICAL PROVISION M SECTION MOdnj REfJ< 1TY RDRION (fE0e2 • LAU DRT WOW AND DISbY1A8FER RECEPTACLE SMALL H GROUND D PALLT CM=rr-SRERIPTER PROTECTION FOR FEROaM4e1. ON FEIDlRS • WRING METHOD SMALL DE NON METALLIC CABLE PER ELECTRICAL PROVSIONO OF Rase MX V []®el • ALL WORE TO COMPLY WTM ELECTRICAL PROVISIONS OF TIE FEAR TTM <D (]8201 •-" OF LKNTNG MAT DE @LRGY <RIC TYPE PER E!!'ICINCY) 2dW. TIA EDRIC I PIMA PAM IB v I PRE wPCLO AN �a s I DINING �. ROOM ROOM ,^` > PRE -WIRED — CLG PAN J \ I , M. BDR#2 c"X I I GFI I / \\` - - - - - - - - - lop II II TO 2ND FL\ SWITCH ITCH CABINET I OUTLET H2 I OUTLET0 4�' T ORR MICRO I I FOR DW Ql�p- - \ L L I 1 / � I / I GFI Pis. FO GFI • 44' i/ PAN. GARAGE DOOR AFF. c-----_-� CO f I I iOF _ REF BOLLARD AS REQ. I = = rt PER 15LM�- [ CODE [ / III III III \ II ''- KEYLESS METER FIXTURE GFI P0y 1` II \ III (' J PRE -WIRED VERIFY LOG. 8 CLG FAN DOOR III PROVIDE 3-20 CU. THWN • Iw CU IN2' CONDUIT OR 3 PREWIRE V/0 AL. THIN . P► CU N Y C 20MIT OR 2[0 AL 69A (CONDUIT TO TERMNATE ABOVE SOFFIT • OVERMANW GFI f1Ap AATI VMRIxa -- RIGATION - 150 AMP ELECTRICAL RISER OUTLET • 48' AFF. % i I P.D. FOR I NOT 10 SCALE. COMIEINATION SERVICE EO AMP DISCONNECT SIVITCM AND 00,240 VOLT / CHIMES GENERAL MOM M ELECTRIC METER N I PHASE ML.O / I A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA M ENCLOSURE PANEL . MMM��� . . Ii-•( COMPLY URTM ELECTRICAL PRDVISONS GP THE FECR 'ITN — — — — — — — — — — — — — — — — ` _ _ PORCH �' I EDITION []010) LOCAL CODES. AND ALL LOCAL POWER --� COhAANYREGUIREMWT& EOA/!P COACH �-_�� ------ — — — — — — — — — — — — D. ALL CONDUCTOR! SHALL DE TYPE THMN[THLLN UNLESS I"k� LIGHT NOTED OhERUSE. TELERIQE SRVICE F7U*A tELEVAION eNTRANca wRV1cE aNIRANL7 E[iSPFENT Ea1RENT POWER CCMTPANY R O TNlM0Y LOW GRADE r WBCTIONS FIRST FLOOR ELECTRICAL PLAN AL . 114' " P-m' I I I L I = I LED LIGHTING @ SINGLE LAV. BATH '4 PROVIDE END AMP, 1204140 VOLT, I PRASE SECONDARY-- 1-4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 ^ COPPER (CU) N CONCRETE ENCASED POOTIR STEEL PER 1-14" DIA BIOINEDIA 80 PVC CONDUIT OR PROVIDE 8 ELECTRICAL PROVISIONS OF TIE MCR]I}1 4/0 ALUTINU'I (AL) N 2" CIA BONE X LE 80 PYC EDITION 120xe1 CONDUIT L%LE66 6ERVICE Is PROVIDED DY TWO ELECTRIC COMPANY. COORDINATE WITH TIE ELECTRIC SA►" D41 X 8 Pt LONG COPPER CLAD OROU D ROD COMPANY PRIOR TO DID. IS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesign uP.mm AA #: 0003325 r 0 a rn W E 0 S au=ly ac LAOT: ABBOTT PARK LOT #9 BLK. #13 PROJECT# 418 .000-09 31 moDEL' 4EHB "2605- HAYDEN" GARAGE DWUM: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 3 DATmT M. 9/21/21 DCAlX: 1/4"=1'-0" DFIEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125Y OUTLET 20 AMP "OLE POLE E10V OUTLET IIOV OUTLET W OF OUTLET U�D 70 SETON an nov owner FAUL MIEUPIER RlSIMANT 7MJ TYPE) 220V OUTLET (4) SIR comazi ON OR aw 4unjt TSR'RDOF INE� IER T SWTCN ONITCN 34UAY OPM �•4 eWTCN 4-UtAY OPER R.LL ML71 TlD LkM4T CE4M6 LIGW © LED CL6 LIGHT LED VAPOR Ovp PROOF LOW O wo VAPOR PROOF L16M eVWT. PAN I CIM PER M FT. �(• PAN MWIT I cm PER lOL R. 'R/TT1�T V FI%TYRE (OF'gLn xwToo By lNR.D[RJ pLO 2-SILO EUP ® AROIOR� (RECESSED) YIRAP A001 �M (SIlaU1G MNTJ �• J----y 2'PLU01OKWi. 4' R.UDIO&CSNf p�� ra--a--�--er+ � 4' TRACK LI6M 0 POflL son TCTCR O S.D. & am cowcrow 016 e"W"' P YILlUSeQIE01 � IWLL MUNIND YTT_IYCK-J& L� ll'IpOE DETECTOR p,y�� ® b/C0 CAROM M04MMgTER-CONICTm DECTOR OR C42.lO OALL M 1 DI&T4l:E O NOT L!O& 7401 4- POCK �L F; ANI LOW LIB NATURAL 4A6 ► 7aEn+awE JAOC RATER NEATER TI_eE.eLrAZGOi PLT Ai _�.i �r�� pEeDa&cer 4R CONDI CHM OE! Aw ON p1ec4w=T TW6 awn? TE X I&ICN JACK CELen DOx Rau O J-BOx TO ME sUFPORTE IN ACCOI®ANCE RF SOX MAN= AS OUCH FOR GlILM6 PAWLI6NT TOM "'FORTEN D ACCOEULgNCE YV RO eue As N FOR warECTCH pnna 24• MONGMGEUT Law Wier nnnnnn 16' MC40ENOW LOW &TRIP nnnnnnnn Ar&WAD0&QM L. &TRIP PLOW LldW K• OPT. socm KOYPAO Pa. FTRN.e mom FOR CNMES on PORT • LOCATION OF N JACK! R PRUCF! OUTLETS (FAN& TO DE VERAED . IKTMEOIPlR PRE-COdOTRICTION "IET"C • ALL I& 4 20 AMP SRANON 01ROU76 TO M ARC FAULT F'IOOTECTMR ELECTRICAL F'ROV161OJ0 OF � rrN ldilOUED EC r2e2e) U Nec 21e12 Zen eDI naR • 20 AMP DEDICATED LAUNCWr CIRCUIT. • OR • ISLAND (NOT ON K1TCNM GTNUIT) • DRIRMM4RR DRL'APl4ICT TO M LOCKOUT N PAJOL • GATMROOy 001.4UST PAN TO NAVE MFL CAPACITY OF 90 CIM WW"TTENT PER ELECTRICAL PROVISIONO OF SECTION Mbem.9 LeD19 01 • LAUNDRY ROOM 4D DIMYM61lR RECEPTACLE 01LYJ. M GROUND FAULT ORCUR-NIEIRRI nIEq PROTECTION FOR PERSOM I. cm PEEDERO • WRMG METHOD *WALL NE NCN METALLIC CAME PER ELECTRICAL FRON&I" OF FSCJI T7Y ED r2e2D1 • ALL WOW TO C0 PLY WTN ELECTRICAL r ROVIIHO10 OF IM FlCJ! 7tu w nmel • ALL LMPR &HALL R! l!L[CTlD RY deLDet AN O 7&1 OF I laams t2w R! E.LR6T EFICIER TYPE P!R eR101l1tIGYf 2e2A! ll. IDITIM R4e4J LI ------------------------ I SECOND FLOOR ELECTRICAL PLAN SCALES 1/4' . I'-& LED LIGHTING ® DOUBLE LAV. BATH h LED LIGHTING ® DOUBLE LAV. OATH -3 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 cl Ile avaD:v ee LOT: ABBOTT PARK LOT #9 BLK. #13 PROJECT# 04181000-0 1 1 1[ODELT 4EHB "2605— HAYDEN" OAItAOE OWING: LEFT PACE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C 01 NT DA WT 9/21/21 aCALE: 1/4"=1'-0" arIEET E2 LAV MAIN PLUMBING RISER L------------------------J 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigngroup.wm AA #: 0003325 W hp O V Za r W t O C If I Mill BUNDIV. as LOT: ABBOTT PARK LOT #9 BLK. #13 PIloj=T/ 4 .000-091 1 MODzu 4EHB "2605- HAYDEN" oAluoa 8WDM. LEFT PACE: PLUMBING PLANS 160 MPH EXP. FIRST FLOOR SECOND FLOOR uEc� 2� PLUMBING PLAN PLUMBING PLAN SCALE, V4 • I'-0' SCALE, 1/4 • I'-m' DvXNT A 9/21/21 SCALE: 1/4"=1'-0" 819MM P1 - HVAC NOTES LEGEND I. ALL MECHANICAL EQUIPMENT &HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. ® SUPPLY AIR DIFFUSER 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. ISE CONSTRICTED OF A VALUE RETURN AIR GRILL OF NO LE86 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FATS 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. ® SIDE -WALL OR I WAY DIFFUSER 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT BALANCING DAMPER OR OBD OUTLET, OR SANITARY SEWER VENT OUTLET O CEILING EXHAUST FAN S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, QHBLI- BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBI 1TH EDITION (2020) MECHANICAL CODE SECTION 603 CEILING EXHAUST FAN 4 LIGHT 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TI4 EDITION O/A OUTSIDE AIR (2020) MECHANICAL CODE 603.1 m THERMOSTAT 1. 15AT14ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR SATI4NG FIXTURES SHALL BE m PA66-TWW AIR GRILL MECHANICALLY VENTED N ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS 614ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AMC) FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTECH DBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE HVAC TO HAVE PROPER PANS W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUM 1 y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO GONG. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMP'SON WO ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE BLAB eSXI 1/4' SHT. MTL. SCREWS REFRIGERANTLINESTO - PLATFORM CONDENSER UNIT RETURN CONDENSMG UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD NANAPROVEI DRAIN,ASPER FDCR 1TH EDITION 12020) MECHANICAL BLDG. CODE NOTE: MAIN GOND. DRAM 3/4' DIA SECTION 3011.4 OVER HEAD 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE 9 R E9 NICKEL BRASS TOP CAULK P.VG OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-6'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN� ------------� 1�G I,�VING FROM 14�5�Q� F BEDROOM ABOVE� I (�IpIrQ-I�I 12XB- - - - - - - - - - I i II 4X II Jrg 14X6 M1X12 PASS i j II I I THRU C --- "--------------------C I I I I j I I KITCHEN -- I I �F=====__' pAN• Am �2X a' S/A FROM ABOVE I III lu , IR11 . FOYER III III III GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078. FAX: 407-774-4078 www.ebdesigngroup.mm AA M: 0003325 Q o fA usDIv. & LAT:BBOTT PARK LOT #9 BLK. #13 PROJECT# 4181.000-09131 MODRU 4EHB "2605-HAYDEN" GARAGE 8VaNG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 3 ROMM A. ABOUCHACRA AR NO N7W , DAT& 9/21/21 SCALE: 1/4"=l'-0" sigzzT M1 I� i L------------------------- SE SECOND FLOOR MECHANICAL PLAN SCALE. 1/4 • I'-0' I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774.4078 www.abdesoVoup.com AA #: 0003325 O y�pp O a bill aUDDiv & LOT: ABBOTT PARK LOT #9 BLK. #13 Pnon=Tfp 04 8 .000-09131 moDEL: 4EHB "2605- HAYDEN" GARAGE BVn3M: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C N21 DATTIL. 9/21/21 SCALE: 1/4"=1'-0" 9HEET M2 2X4 TOP PLATE RF PL PRE-FAB TRUSS I/!' GLG BOARD V2- DRYWALL T r SECURE BT. - PLATE TO SLAB UP Val MASONRY NAIL • 32' OG. MAX FM. PLR 2X4 WOOD STUDS 024, O.C. ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'•I'-IV FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.1.1. ROOF SHEATWMG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND, CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRI r/S' GYPSU'1 ISOARCJ OR I/2' HIGH STRENGTH CLG. BOARD 'A4ANW'M4,.K PER ELEVATION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL T PER ELEVATION R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING -- STRIPE 24' O:C. 8' CMU 1/2' GYP. WL. BD.- . WOOD BASE I n W/ WINDOW OPENING ti 3' DIA reeve, DO NOT CUT REBA PIPE BOND BEAM O NOT CUT SOLID fiROUT THE BOND UV (l)- °6 1511.41 (2)C01- REBARB 3lSE 2A PIPE THROUGH BOND BEAM SCALE, 3/4'•1'-C' FIBERGLASS SHINGLE$ WITH UNDERLAYMENT AS PER FBCR W51I. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUS6 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 16055.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'-P-10' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 34 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4S69 TYPE III OR TYPE IV UNDERLAYMENT. 2B GAS LINE THRU BLACK x w'•r.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' c lu OR vY LN 1. go MIN -'- "I, ►I � o AP"POV a"Lv. ��YL `OJ�NID DOOR ' ✓ALA Br a wm s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' i-2X4 OFF 24' OZ. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUT SECURED PER—�j STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPE • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER 614EET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS RGLT — 0'-0' FIN. FLR A` 4. •. ROOF SHEATHING THICKNESS 19 ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 a 4 TTH EDITION, SECTION R301.13 AND 1605.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: 6 1—STORY GABLE BLOCK WALL METHOD BE USED FOR THE INSTALLATION OF ROOF SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE it OR ASTM 04865 TYPE 11 OR TYPE IV UNDERLAYMENT. kg 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabda Igngroup.mm AA #: 0003325 ssj 9 o OUNDIV. & LOT. ABBOTT PARK LOT #9 BLK. #13 PItOJWT 04 81.00 —091 1 MODMI4 4EHB "2605— HAYDEN" GAIEAGZd OWING: LEFT PAGO: DETAILS 160 MPH EXP. C RObNV A ABOUCHACRA AR NO 9370 . DI"aINT "I A9/21/21 OCA=: 1/4"=1'-O" OIiL'ST D1 FIBEMLASS SHINGLES FIBERGLASS SHMGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER POOR 9m8.1.1. AS PER POOR 905.1.1. ROOFBHEATHMG ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE WD.TRU lAAJPRE-ENG ER � PRE-ENG WD.T 24' O.C. MAX PER r 24' O.G. MAX. LEVATION ELEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION EIAtt INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATION& CALLS FOR VALUES 2z FASCIA PER CALCS FOR VALUES VENTED 11.14. I 5/8GYPSUM BOARD ELEVATIONS O.W. 5/8' GYPSUM BOARD 801FIT TYP. OOLR i'1 4BTRENGTH TYP. 0� STRENGTH VENTED REFERENCE Ix2 FIRE -STOP SOFFIT 6:2 FIRE -STOP STRUCTURAL -4.1IN6UL. REFERENCE STRUCTURAL R-4J INSUL. w w �# WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS ---REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT V" GLUED AND NAILED OaT 1/2, THICK, 2 COAT_, SCHE DULE PORTLAND CEMENT wQ p AS PER NAILING 6GFIEDULE PORTLAND CEMENT (v. - MASTER APPLIED PLASTER APPLIED a � DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY w m IX2 FIRE -STOP LEVATION 0d FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL LEVATION LEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD R — _ IfFOLEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4J INSUL. . , R-43 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED STRIPS • 24' O.G. MASONRY 8, GMI1 DIRECTLY TO S' cm 1/2, GYP. WL. BD. 1/2, GYP. WL. BD. WOOD BABE WOOD BABE IX2 FIRE -STOP Do PIPE -STOP —� 4. 41 � a . 'a • a WWI WINDOW OPENING 1 WITHOUT WINDOW OPENING SECONDYFLOOR BLOCK BLOCK SCALE. g ,1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abc!"Igngroup.com AA #: 0003325 y t m s G W 0 I sulwiv. a EVEN ABBOTT PARK LOT #9 BLK. #13 pno" CTM 04181.000-09131 MODZ s 4EHB "2605- HAYDEN" GA A*Z arrWG: LEFT 1PAGE: DETAILS 160 MPH EXP. C rSI 9/21/21 CAIM 1/4"=1'-0" r><EET D2 1pG. 2X6 P.T. 4 CENTER OP DOOR HEADER SECURED UV (V N' X 6' J-DOLT UV 4' MN EMBEDMENT WV 2' X 2' X VS' WAGER 4 NUT OR UV (2) IR' X S' ANCHOR DOLTS W/ 4' MN EMBEDMENT UV 7• X 2' X V6' WASIER 4 NUT- ® TO MILK IW 114• TAPCONS 1 1/1' EMBED, S' OC, 4' END DIST, I V7. 006E DIST. 2X6 GARAGE DOOR SECW!!D W/ (5) V2' X S' J-DOLT OR ANCHOR DOLTS, W/ 4' MIN. EMBEDMENT. WV 2' X 2' X V6' WASHER 4 NUT. (1) WITHIN S' OF TOP. (0 WITHIN S' OF THE BIM. ® ('J1 EVENLY SPACED. ®' I®r NOTES, ALL ANCHOR& SHALL BE IN ACCORDANCE TO MANFACTURER'S INSTALLATION INSTRUCTIONS WERE OWN INSTRUCTIONS ARE MORE 6TRINGENT GARAGE DOOR 1 BUCK ATTACHMENT \QVHEALS N'. — 2X4, SECWRE TO BLOCK W/ 3/16' TAPCONS fMN SHANK SIZE J45 MN HEAD SIZE 300 MN EMOEDFRNT 1 1141) WITHIN S' OF EACH END 4 b• OG MAX SPACING. 2X4, SECURE To BLOCK 111/3/16' TAPCON6 (MIN. SHANK SIZE .145 MN HEAD SIZE 3" MN EMBEDMENT I V49 WITHIN &• OP EACH END 4 M• OC. MAX SPACING. 2)(6, m 2x6. U>D SECURE TO BLOCK SECURE TO BLOCK LLN2) 3/WTAPCONS WH2) 3/K' TAPCI" (MN SWANK SIZE .145 (MN SHANK SIZE J45 MN HEAD SIZE 300 MN HEAD SIZE 300 S' cm MN EMBEDMENT 1 V4•) MIN. EMBEDMENT 1 V4•) V7' DRYWALL WITHIN S' OP EACH END &' Gh1) WITHIN S' OP IACW END 4' C IIJ 1 I&• OL MAX &PACING. 4 I6' OC. MAX SPACING. he l P.T. OR 5/4'X4' MN V2' DRYWALL 1/2' DRYWALL SECURE THM FR41E 4 � VXA' 2X8. ® ❑ 2XS. ® ❑ EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4• SECURE TO BLOCK 1'X4' BLOCK INS 3/I6' WV(2) SAW TAPCONS P.T. MAILER WW2) 3A6' TAPCCN6 P.T. NAILER TAPCONS DOOR CASING fMN SWANK SIZE J4& 1/16' OAS. X 4' MN. (MN BNANK SIZE J45 DOOR CASING fMIN. SWANK SIZE .145 MN HEAD SIZE JI00 MN HEAD SIZE 300 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT I V4') MN EMBEDMENT 1-V4' UTWIN S' OP EACH END U7HN W OF EAC44 END WTHN S' OF EACH END DOOR JA IS OR WIDOW 4 10' OC. MAX 4 W Or-, MAX 4 m' OL. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WNXM SPACING, DOOR JAMS WIDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH M 2XX NPER MAMLPACTUREB DETAILS. MANIFACTURE6 DETAILS. NOTE. SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +15/4" A WINDOW TO BLACK +3/4" OR +5/4" 2X4, SECURE TO BLOCK INS &AW TAPCONS (MN 6HMK SIZE 30 MN HEAD SIZE -%M MN EMBEDMENT 1 1/41) WITHIN S' of EACH END 4 w O.C. MAX SPACING. 2X6: SECURE TO BLOCK IV(2) 3/16' TAPCONS (MN SHANK SIZE .146 MN HEAD SIZE 300 V4') MN EMBEDZ.14:bl 6• cm WITHIN S' OEND 4 IS' OC. MCING. V2' DRYWALL 2X8, ®I'X4' SECURE TOK P.T. NAILER UV(2) 3/16' S (MIN SWANW&MN. DOOR CASING HEAD 0MN EMBEV4')WITHIN &' OEND4 I&• OC. MDOOR wAci '' JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMS JAMS (00 NOT EXCEED 1/4') DOOR JAMB TO BLACK +l 1/2" rlMOW TO BLACK +1 1/2" NOTE, SWIM A& NEEDED TO PLUMB JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLACK +1 15/I8" rv11RNDOM TO H1ACK +l 15/18" 2X4, IIIIII SECURE TO BLOCK INS aft' TAPCONS (MIN SHANK SIZE .145 MN MEAD SIZE 3" MN EMBEDMENT 1 V4•) WTWIN 8. OF EACH END 4 IS' OC. MAX SPACING. NOTE. STRUCTURAL 2X MUST OC 2x6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK 7WROUG4 NON-6TIeJC7URAL WW2) 3A6' TAPCONS 3AW TAPGON MN 1-1/4' (MN SWANK SIZE J45 SHREW' T INTO BLOCK MN. MEAD SIZE 300 MIN. EMBEDMENT 11149 WITHIN W OF EACH END 6' CMJ 4 W OC. MAX SPACING.2XIN V1' DRYWALL SINS❑ SECURE SRE TO BLOCK I'x4' ON WK2) 3/16' TA,PC0148 P.T. NAILER (MN SWANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OP EACH END 4 IS'Or-. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE* DETAIL&. MOTE, SWIM AS NEEDED TO FW IS JAMB (DO NOT EXCICD 114') DOOR JAMB TO BLACK +2 1/4" 111E R TO BLACK +2 i/4" NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V41) DOOR JAMB TO BLACK +3" @www 'Mn arnrrc +a" 2X4. m SECURE TO BLOCK W/ 3Ab' TAPCON& (MN SWANK SIZE J45 MN HEAD BIZ! IIM MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MOT SE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THRROUlW NON-STRUCTURAL UV(2) 3/16' TAPC4" 3AW TAPCON MN 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT NTO BLOCK MN HEAD &IZE 3" MIN. EMBEDMENT I V49 6• cmWITHIN S' Cr BALK END 4 W OC. MAX SPACING, V7' DRYWALL 2X8. ® SECRE TO BLOCK P.T. NAILER UK2) 3116' TAP0" DOOR CASING (MN SHAK SIZE .146 MN HEAD SIu 300 MN EMBEDMENT 1 V47 UNT14N S' GP EACH !ND 4 W = MAX GPACIIG. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') 2ND 2x &!CURL TO 6TRUCTURAL MEMBER W1K2JItd WITHIN S' Or EACH END 4 6' TO &' OC, MAX DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" nffii� v •ro arnnr( tea" 2X4. SECURE TO BLOCK W/ 114• TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE JIM MN EMBEDMENT 1 1/41) WITHIN S' OF EACH END 4 B' OC. MAX SPACING. 2". cm SECURE TO BLOCK WK2)1/4' TAPCONS (MN SWANK SIZE .1415 MN HEAD SIZE JIM MN EMBEDMENT VW) WITHIN &' OP EACH END 4 N' OG. MAX SPACING. 2X&, CM SECURE TO BLOCK UIR2)1/4' TAPCOJ6 (MN SHANK SIZE J46 MN HEAD SIM 300 MN EMBEDMENT 1 1/49 WITHIN &' OP EACH END 4 0' OC, MAX SPACING S' GMJ VW DRYWALL 1X4 P.T. NAILER IA6' Oha X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIAACIUREB DETAILS. NOTE. 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3 7/I6" @N 1► TO BLOCK +3 7/18" 2X4, SIR SECURE TO BLOCK W/ 1,14' TAPCONB (MN DRAW SIZE J46 MN HEAD SIZE J" MN EMBEDMENT I V4') WITH" S' OF EACH END 4 IV D.C. MAX &PACRJG 2X&b m SECURE TO BLOCK WK2) VW TAPCONS (MN 6WAMC &I= JO MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN W OF EACH ETD 4 W OC. MAX SPACING, 2XS, SEIM SECURE TO BLOCK UV(2) 1/4• TAPCONS (MN SWANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN &' OF EACH END 4 IS' O.C. MAX SPACING. NOTE, 67111IJCTURAL 2X MUST BE ON OUTSIDE 4 DECLINED THROUS14 NON-STRUCTURAL 3/16' TAPCON MN 1- 1/4-EMBEDMENT INTO BLOCK LEI &' C41V VJ' DRYWALL ❑ MAW P.T.'. NAILER ^I I' P.T. X 4' MN Y4 DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SWIM AS NEEDED TO FW15 MANLPACTURES DETAILS. JAB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" n 111NDOR TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesi8ngoupxom L AA #: 0003325 h V W C stngDIV. ae LOT: ABBOTT PARK LOT #9 BLK. # 13 PltojwT# 041 1.000-091 1 LI[GDZIU 4EHB "2605— HAYDEN" GARAGE BVIING: LEFT PAGLC: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONDATE 1147349 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.2 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 13872.14 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/Z021 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 STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 304A7.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 1044645 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 11496.5 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10541.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12123/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/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 11/18/2022 17676.20 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1Z/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1527992 CLOPAY BLDG. PRODUCT CO. Mr. DOORS SECTIONAL 2020 FBCR 5/21/2029 1S279.2 CLOPAY BLDG. PRODUCTCO. Mr. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TAU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING Single Ste EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 22/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/22/2022 FL 15272.1 ALSIDE'27' 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 tip W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngmup.mm AA #: 0003325 o m O O s aUNDIV. de LO]ABBOTT PAR LOT #9 BLK. #13 Pltoj CT# 04181.000-09131 MODEL: 4EHB "2605-HAYDEN" GARAGE SWMG: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C op DATM 9/21. SCALE: 1/4"=1'-0" SHE= D4 _ PIQPOICED CONTROL JONr PLAMM OF CONTROL JOINT& BE WRED TIED TO LATH - V OGM MAX (VERTA NaMr DO NOT PASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV 16' LEG MAY BE USED TO TEMP, SECURE CONTROL JOINT OURNS INSTALLATION —� FA6TETER& TO BE SPACED • T• Or -MAX VERTICALLY I K A&Tm s CHAT CEMENT WIC LAYER 4, POR FMPQ BUILDING PAPER APPROVED METAL LARI FASTENED 01' (VERT) O.C. MAX AT SUPPORTS TIRO LAYER 9, STUCCO ~ WOOD SWEATMNG Ar MI m LATH 614ALL BE CONTI&lO)S 61 TNROUSII JOINTS BUT EIE STOPPED TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CW63 PLACED PLAT MAX. 6' TO W PROM CONTROL JONT 114USN NOTE,\ CONTROL JOINT FALLS ON L PASTMPS FOR LATH TO BE NAILS ORS i STRUCTURAL STUD STAPLES N COMPLIANCE w A6TM CW63 2. WRE TIES TO BE (NO. 0) D04T&' WRE 3. BLOCKNG SWORN MAY BE N ADDITION/ \ TO WALL 6TUD6 REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLRXD IYYIO.R.A OLPOL1.A ►YARD. R.A 2. CIR(AN . R. R S. CIWAN. R.0 OL TOLD MIMIC . R. A I. CRRASR . R. 6 FOLD W ® L MLD MIMIC . R. A I. euAAR . R. s S. MJtR.M. R.0 A POLO R. C VAR R. 6 T" R. C TouDls &OROM PLANER S=cm PLANAR MAL P". pQ SUE'. cw. i' TW a COAT CEMENT PLASTER (Imm"k q' I COAT ca'w PLATER (CAW UM LATER a, PORTPIBER WILDING PAPER (PRAM mLY) INSTALL P.MTENE1116 (CLIP6, NOTE, STRAPS, STAPLES) AS APPROVED BUILONG WRAP REQUITED TO SEa WALL BE LAPPED A MINIM M OF MPG UARE TO PRAMNG 6' a VERTICAL LAP& (ROLL WIC LAYER 9, ENDS) N 6' • 4ED TO BE PIEFLAPS--- ALL SEAM NEED TO BE TAPE LATH VERTICAL LAP TO BE 1' 611ICC0 WI/M WTN PORTIBER SU•EATWIING TAPWIC I LATER 4, PORfIRMR METAL uTM VXV SELF-AD1eR&n MEMBRANE / PLAWM3OVER 4L4' &ELF-ACMERNS MEMBRANE PLAGNIM OVER APPROVED ru I�T WOUSE UItAP. f X X X X 1 FLAWING TO EXTUUD ONTe PIrt 4'X4' 6ELP-AD4lRNS MEMBRANE X X X _ — PLAWNS OVER APPROVED . WOUSE YIRAP. FLAWING TO EXTEND ONTO PIPE METAL LATH WPM LAYER 'I, i' TWIO, ! COAT CEMENT LANT 6i' CENT' PEAS Lr �'OU STUCCO yRAt I PLASTER INSTALL APPROVED MOVER AIR METAL LATH INFILTRATION BARIIER OVER .•rN LA Low—Y I WIC LAYER 4M POIiTMIDER WUD LATER 7, FOI¢TFBER \ WILD6IG PAPER ELASTOMERIC COATIWS OVER STUCCO/ CUILDINS PAPER \ / I CV. PNIW (SEE TTT WALL SECTION) STUCCO WA RAP WOOD WEATNNG SECTION PFR �POWT ��aft EA.,- use o1 poruirrd e.ment pk w shell comply with the ppllow b requi—it. o1 ASTM C 926-18b. • nM LATH LY, a• OVAR Inetelletian of exterior YMmpeM (remiri ALL LAP shell comply wMh ASTM C 1089-19A, 2 or ASTM 1787. ® KICKOUT DETAIL VERTICAL LATH & PAPER DETAIL SIDE LAP* OF METAL PLASTER BASES SMALL BE "CUIED TO PRAMM MEMBERS. TWET 614ALL BE TIED BETWEEN SUPPORTS WTH 0A1415-IN. (I2l-MM) WRE AT INTERVAL& NOT MOPE THAN V (2254'T1,L AS PER ASTM CI11061 bkm POR REPAIR OF TEARS N WI® LAYERS, TEARS MAY BE PATCHED U04OLM URAP TAPE PER MANUP. SPEC. OR PEEL N STICK wow WEATI BUILDI PAPEP &TUCCI 4'P4' 6ELP-ADMERNG MEMBRANE %ASNNM!COMPATIBLE WV HOLM WOOD SHEATHING OR CP1U WRE6 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 1 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS F Z CsALV. METAL FLASHING r/ (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT a KAM STOP AVIMAIE OILY) Y PIAM11 on cm I ROOF sa WALL PLASWtl PXX4 R N.AIP" (MDRAUon ?MIALL 11 -11 PL.AORtl AT NOTTCM OP wIDP t PALL N?srlm=k" A- ROOF PER ELEVATIONS "L" FLASHING N.T.S. 66� LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFIBER 5UILDIN6 PAPER) METAL LATH URAP MATERIAL) OVER 4 .4' SELF-ADFCIRINCs MEMBRANE M-46LI NK. OVER APPROVED MOUSE URAP. PLASWM TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADMPONM MEMBRANE FL.ASNINS x—x—x—X STUCCO °— WOOD OR 7111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-a4l-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: 407-774 6078 FAX: 407-774-4078 www.Rbdesigngroup.com AA S: 0003325 b � C a N E O aulwiv ac i,oa► ABBOTT PARK LOT #9 BLK. #13 Pnon=T/ 04181.000-09131 MODZ A 4EHB "2605—HAYDEN" GARAGE s111MCO: LEFT PAG V. WALL ASSEMBLY DETAILS 160 MPH EXP. C r-ppA9/21/21 CALM 1/4"=1'-0'• 191 M= WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHMG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. fiRQA r'E X- FLASHING TO BE, 1. BOTTOM. 2. SIDES. !. TOP VENT CAP IS TO ISE SET IN BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT ' WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND vENT-APPLY SEALANT ALL •fit JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT I ALL AROUND I I PER SECTION EAador IMna and Wafering BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 925-18b. )C. 1 Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. UPS LAYER M, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT t PLASTER METAL LATH WRB LAYER 9, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHING WRS1 LAYER M, STUCCO WRAP WRIS LAYER 4, FORTIFIBER BUILOW. PAPER WOOD -- CONSTUCTION METAL LATH S• CMU VINYL CASING BEAD i-6' RAISED BA1JD 6' WIDE STRIP SELF ADNEBWE FLASNPIG. CLEAN MASONRY BEFORE APPLYNG Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 61, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—X—x STUCCO WOOD OR '1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH N &' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES t SELF WOOD SHEATHING FLASHING: 1 WRB LAYER �1, UNIT STUCCO WRAP PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIF15ER BUILDING PAPER SEALANTF• TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER LAYER M, STUCCO WRAP 6B DRYER VENT (BLOCK) Ns'TO76'MID-WALL WEEP SCREED BUILDLM6 PAPER RTIFIBER METAL LATH WOOD fro• TENRED U CONSTRUCTION :y�PINIS14 • WOOD %' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL FLASHING 6 cu MEMBER . T' Oa. MAX BUILDING PAPERX. OVER 'QUICK : WOOD FRAMED MIDI �Eo FLASH' I— — — — —I .; WALL _ HORIZONTAL WEEP SCREED-' IL c3 PIPETH WALL/ ( FRAME TO FRAME , 6' WIDE STRIP SELF IV ADHESE FLASHING. CLEAN \ ` — MASONRY BEFORE APPLYING 6' SELF AD14ESIVE— FLASH11451 (INSTALL PER MANUF. SPECS-) BUILDING PAPEI UNDER 'QUICK FLA& VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/SACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 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 7R 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 �y�, HORIZONTAL WEEP SCREED �% (FRAME TO BLOCK S' WRB LAYER 'I, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO N WRB LAYER 01, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHINGLAPPLY BELF-ADHERING WOOD SHEATHINt's MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 STEP #2 HOUSEWRAP WRB LAYER h, BELOW STUCCO WRAP CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP UJRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 1*3 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP #5 STEP #6 (9 ) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdftigngroup.com AA #: 0003325 of 9 y rr � o i aUNDIV. So LOT. ABBOTT PARK LOT #9 BLK. # 13 PROJECT* 41 1.000— 9131 MODEL: 4EHB "2605—HAYDEN" GARAGE SMIiG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DRINT A 9/21/21 SCALE= 1/4"=1'-0" EiI;EET WA2 WOOD SHEATHING WRB LAYER ,, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDNG PAPER Ili HAT CHANNEL i' THICK 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING WRB LAYER ,, / _ STUCCO WRAP / THICK 3 COAT CEMENT ' PLASTER I - r 6' SELF-ADHEREIW. r �``� FLASHING WRAPPED 6 TOP OF WEEP SCREED TO SHEATHING BELOW i WRB LAYER ,, STUCCO WRAP WRB LAYER 7, FORTIFIBER BUILDING PAPER .•,,.; 5,. WRB LAYER,, ' FLASHING WRAPPED STUCCO WRAGORIER OF CANTILEVER AMICO AM66-WFWC-190 1 ° 4- POSITIVE DRAIN CUSTOM CASING BEAD nvro AreeFn ND GiAP N FIELD — (BHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.0 CANT. SCALE: I V2'.I'-®' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER , 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER -2 VINYL CASING BEAD ✓)' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT (2) 2A2 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER , WEATHER RESISTIVE BARRIER .2 VINYL CASING BEAD j' THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH WVTEXTURED 1 PAINTED WOOD SHEATHING FINISH i' THICIC, 3 COAT CEMENT HEADER)BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE ORAN vMYL CASING BEAD ImFw w.w. D NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION EXT. WORD FRAMED WALL SUB -FLOOR DECKM PRE-ENWO MUSS WEATHER RESISTIVE BARRIER , WEATHER RESISTIVE BARRIER -2 i' THIOC 3 COAT CEMENT PLASTER FETAL LATH WOOD "ATHN5— (OHMN FOR CLARIFICATION OF SEPARATE ACOESSORIES OILY) EXTERIOR GRADE if GAP FOR BACKER EXTER DRY WALL ROD 1 SEALANT— . -LASS 3 COAT CEMENT v-.IVL �enl _ Awn WATER PROOFINlot - LAYER (2 LAYER PEE 1 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER f7 LAYER 3' X 3' 26 GA GALV. PEEL 1 STICK) FETAL DRIP EDGE �1 SET IN FULL BED OF STIR ICK PEEL 1 FACE TO Ii' X STICK •DRIP SPACE PROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER I $'XI % P.T. OR 6MULATED ROD 1 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL C48Nfi BEAD WATER PROMNG Mt WEATHER RESISTIVE LAYER (2 LAYER PEEL DARItlER, .: BTICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO -�- BARRIER 7 CANTILEVER 6' PEEL / STICK 0 DECK FCMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ® 3' X 3' 26 GA. GAL V. METAL DRIP EDGE • BET N FULL BED OF I XW i1' P.T. OR EMULATE BEALANT.)f' MIN. WOOD (TREX) FLLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR DACKE VINYL CA61N5 BEAD ROD 1 SEALANT FINISH LAYER (2 LAYER LAYER (P7 LAYER PEEL 1 PEEL 1 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL C�WTIL " i h11CK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHRYa I W/TEXTURED 1 PANTED WRIER FINISH WEATHER RE T1 3 CHAT CEMENT BARRIERPL 4 d• PaSITN[ 1 VINYL COR1&R BEAD nee arme VINYL CASH BEAD NO SAP N FIELD l6HOUN FOR CLARlICATIOII CP SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER Q W SAF. \ -PEEL 1 STICK i I JIJ'xW L' FLASHING FULLY EMBEDDED N ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED Or PEEL 1 )V GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W W4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 1 PAINTED FINISH ,' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER , WEATHER RESISTIVE BARRIER "7 EXTERIOR COLUMN -COLUMN SHEATHING 6' SAP. 1 )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Jj- X 3- 26 GA C%ALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT. x' MIN SPACE FROM DRIP FACE TO TREX WATER PROOPING 4t LAYER (2 LAYER I -EEL 1 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' P061TIVE OMAN a -.FP A20 DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LATER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO: WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - vMYL COIRINER BEAD -) / (SHOWN FOR CLAMPICATION OF jc L66 m SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION @ COLUMN (WL"L" FLASHING SCALE, NTS WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP 2x PRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 82, FORTIFIBER 2 1/2' DER BEAD BUILDING PAPER-� PA67ENED TO SHEATHING • T' O.C. MAX. METAL LATH WRS LAYER -I, i' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING &'SELF -ADHERING METAL LATH FLASHING WRB LAYER 4, FORTIFIBER BUILDING PAPER SF9���� DRIP CAP WINDOW FLANGE CORNER BEAD (FASTENER 4 SPACING 0 l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK VIEW FOR CLARITY) WRB'LAYER N, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER •<N METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP - WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 1cJB CASING BEAD ® WINDOW ( FRAME, NO BAND) SEI 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746079 FAX: 407-774-4078 W Ww.abdesi8n8roup.wm AA 8: 0003325 Y ks b cl BUDDIV. ae LOT: ABBOTT PARK LOT #9 BLK. #13 PROJIdOT# 041 1.000-09 31 MODRIA 4EHB "2605- HAYDEN" GARAGE 91117NG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C y, C.AP TYP J' THICK 3 COAT CEMENT WOOD SHEATWWa CA51W. ISEAD TERRIM METAL LEGEND 1X TRIM MEMBER WIC LAYER SIDING TRANSITION O STUCCO TO s7UCco WRAP WR6 LAYER 12, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDBJG PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHNG WRB LAYER •2, FORTIF15ER "YWRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER 3�i4':: '`°" r' x;`"c f i WRB LAYER 01, BUILDING PAPER) METAL LATH ( STUCCO WRAP METAL LATH X—X—X—x d' THICK 3 COAT CEMENT i WRB LAYER 02, FORTIFIBER S�GpYj� qp WRB LAYER 11, STUCCO PLASTER I BUILDING PAPER Srucco wRAP WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING ! THICK, 3 COAT CEMENT 6• SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED 1JEXPLODED 8FLASHING OR PEEL 4 STICK CASING BEAD VIER FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD , ; ;--------------------------------------------------------------------------------- -- - - --- -__ ---__ 1 J' THICK, 3 COAT CEMENT DRIP CAP _\` (CROSS SECTION) ,% SEALANT PLASTER WINDOW FLANGE S GCYF y JMETAL LATH \` WRA 3 VINYL ANGLED WOM C I I BEYOND ON6T1iJCT1ON CASING BEADMOM i WRB LAYER -2, FORTIFIBER • YlATI$R REN°TIVE I 1 BUILDING PAPER i , tEATilER RESISTIVE ♦' ` i WINDOW FRAME A( METAL LATH �� Ii BAN ER LAP°IDM6 ��/ \\ I / - - WRB LAYER 02, FORTIFIBER F6.LASMM6 I f BUILDING PAPER THICK 3 CC) T CEMENT WEATHER RESISTIVE ; E-Z BEAD VINYL CASING PLASTER a • 1 SARRIER'1 ' STARIlR STOP \ \ UlATIER RESISTIVc i lW/aS" FLEXIBLE PVC BACKER ROD) 6'SELF-APHERING \ \ °'PERK AOL FLASHING E'� • y S SELt-ADHERN6 I I I 14ASNNG 1 ^ • ,� CALV•D FETAL \ I C'77/7 ZALVI> MET WINS DRIP GAP �- z'rLAewSr, I WRB LAYER 01, STUCCO WRAP, I rY x s' Snv AreD ; WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE w3aD rRRT MEMBER CnKdB.'Asm .r% I 6' SELF ADHESIVE FLASHING ; CASING BEAD (9) WINDOW X TRMMEMSSER WOOD SHEATHING FRAME, W BAND) �� OAPUCAIIKINS 2XFRAMING ; 15 C / \ ` ' ' / OR APPRDVlD SEALANT MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME --------------- i ---------------- -------------------------- Y4' TRANSITION Y4' GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH METAL LATH R103.1.I / ASTM C-841-14a, MIN. 2.5 LBS. .I PER 50. YARD (UTILITY OR NOMINAL WRB LAYER 02, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) iBUILDING PAPER 1 WRB LAYER •I, WINDOW FRAME WOOD SHEATHING STUCCO WRAP WOOD SHEATHING I I WRB LAYER •2, FORTIFIBER BEEYCND WOW leJCT •SELF-ADFERRIG BUILDING PAPER i FLAILING WRB LAYER 01, uWATMPt aoD°II IM616tl ! uEATFERItESISTIVE , THICK 3 COAT CEMENT ' ! STUCCO WRAP mRIaER SISTIoe �� eAR!EER9 61 LAP PLASTER _ : uI�AT � �NSTNE , i / K ABOVETOP WRB LAYER "2, FORTIF15ER UASXI"ALSIDN6 .'� VINYL ANGLED ; BUILDING PAPER °. ��.,, i WEATHER °18T1� WRB LAYER "I, ; CASING BEAD i FLASFINb \ / WEATHER RESlerlve I STUCCO WRAP i METAL LATH \ °'1°"�' VINYL CASING BEAD i STARTERSTMP (EXPLODED rTHICK, 3 COAT CEMENT I 1 �;—V'O METAL �LFLA6" ; OVER FLANGE STICK an vil FOR PLASTER — I I CLARITY) a:ALVD METAL \ ��' HEATHER RESISTIVE 1 WINDOW FLANGE ; T RAS14N° BARRIER •1 TO ABOVE TOP � E-Z BEAD VINYL CASING , 1 ! �Er R a Z►1RAMW.TOP ZX FRAMING, (W/%' FLEXIBLE PVC BACKER ROD) ,I e-z eEm vNY1. �r SME ISE� vc T*IM MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; SRAD�)RW' / , I FLm YN6AD�°�N° '� FLANGE 1 BUILDING WRAP CASING BEAD ® RAISED ��H"�! I BUILDING ' T 1 D T!R \GAR \� I OR APPROVED °EKAL� •`��_ WR'd'P ' 17 A BAND (FRAME) �RI�ERRE�ISTIVC _' R, ,-, wE.4TFlR RESISTIVE �• SCALE: I I/Z' • 1 -0' UEATIlR RESISTIVE E-2 eEm VNYL CASNS BARRIER 9 llW�i' ILaxwLE PVC SACKER ROD) SIDING STUCCO °TI�` FRAME TO FRAME ® 16 A E z BEAD WINDOW C AS I N G 19 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdesigngroupxom AA #: 0003325 z 9 y 0 aUDDIEV. sag LOT: ABBOTT PARK LOT #9 BLK. #13 PROJB.CT# 0418 .000-09131 MODZU 4EHB "2605-HAYDEN" GARAGR 8WINGs LEFT PAGIC: WALL ASSEMBLY DETAILS 160 MPH EXP. C 3 D � 9/21/21 mcALL': 1/4"=1'_0" a*EcjT WA4 4, B' AND 10' SHOWN IN 4" GALVANVQ CAR�E SHCU LD BETAKEN N KEEPINGTHE VENT PRCFERLY ALIGNED. VENT PIPE IS SEALED IFURPED. NAIN %ACE USING 1-114NAILS AT EACH CORNER. ROFNGOEMENT SHOULD BE AFPUED TOALL SHNG E EDC£S THE IIIYAIw"m NEAR OUTER EDGE AND AROUND THE ENTIRE FERIMEiER AS CUT CUT THE GOOSENECK VENT OS—N THE ROOF RECOM MENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE COJSTRUCTENZONES, CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN 5 USED, SIZE THE VENTOPENING IN ACCORDMICE WTM VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE RO I I—= REMOVE NTERFERNG SHNGLE N— AROUND THE PERIMETER OF THE OPENING SOTHATTHE NAI NGFINNGE OF THE VENT LAYS FLAT TO THE RO]FSHEATHNG SLNE THE TOP AND SIDE —GE$ OF THE VENT UP AND UNCER SHINGLES. BOTTOM VENTFLPNC£S TOIAY pN THESHIHE THE TOP OF THE SHNOES. IIY" ROOF HOOD VENT DETAIL OUT MI AT {S' ANSLE MODPIED 'I- CUT N NOISBIIMP LINE OP WNDOW- OPE4SN6 T@'!O POLDH wam TUCK P Al NEA FOLD N AT APPROVED MOUSBIRAP OVER 11141 SIO OVER WO STD OYLL SLOP 7--- STEP 1 I- ML bINt "NR.AN I' ocloul sIu REXIBLE X PLMNNS DO NOT SEAL OOTTOM FIN STEP 6 STEP 7 ASPHALT PLASTIC CEMENT MO DEG AROUND BASE CF FIRE AND REAND OVER FLANGE ALIEN RA61111401, W WT. EDGE OF NLL MO. MEO ANhCALLT PASTlN PANED E001S(CAP II STAMM INSTALL OUPONT M.DG~ AS n RA014M AT TIE PLUMBING VENT DETAILS SCALE, NTS 1PMLY 41' NOM- LNTSLOIS BEAD P SEALANT AT An* AND HEAD a PPLY TO BACK OF LM10E N LN tlV IIEI-P NCi41110 IOLd OR !LOTS 10E ADNINIVE - MOLE PLASIM VW DRIP CAP WYO.~ saw, WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 36" WIDE VALLEYFLASHNG 50p OR HEAVER FELT UNDERIAYMENT A- -ROOFING CEMENT B" OF CENTERLINE ,��TFAFASTNERSIN O END OF SHINGLE MEND END SMNGE LEAST 11' LEBEYp4D VALY CENTERUNE '--CLIPPEDOF _ CORNER AT OtEES 2 � ROOF VALLEY DETAIL !GALE. Nre APPLY ON MW (O EOUN-) SEALANT , RLID AP MED ILAWNO (LANCO UNITE -SEAL RC-01 OR E ., I SLOPE SILL TO EM L TIT 16 TFE CONTAVORD MMMONSIBILTT TO VERR1' THE COMPATIBILITY OF ALL PRODUCTS 14LWNM NOUMIRAP. SEALANTS 4 ULRADFIBtlN4 M-46MM MATERALS deep DLWM CONSTRUCTDN 2. NSTALL ALL MATERIALS PER MANII+ACTWKIIS WRITTEN SPECPICATIOW W& ItlTu SEALANTS MAY REACT ADVOMMLT P NOT COMPAVOLL CEA,NL AND SEAL JAMB TO SILL JOINTS WITN DOW ftS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK �mR SCNEME SWOWN SWALL BE IMPLEMENTED AT ALL WINDOWS WITN EVIDENCE OF WATER NTRJSICN BELOW TLE WINDOW OPENINS SEAL INTERIOR PERIMETER OF WIND17W UK OEALANT MeM L IT R THE COWACTORB RESPONSEILTY TO VERPY T4E COMPATIBILITY OP ALL PRODUCM *40LIDM SEALANTS 4 WAP-ADIERM PLASNNS MATERALS WD Dupw4 GONSTRUOTkxL 2. RAS14NM AT EXTEROR WNDO15 AND DOOR Or"IINSS SNALL NU INSTALLED N ACCOIE)ANCE UT14 MANMAGTUIER'S NSTALLATION NSTRDTIOJS AND APPROVED METNOO U OF PBC R'IeSA U N ACCORDANCE Uhl PDESTRATION MAMIAOTI RER'S SBTALLATION AND PLA0411146 NSTRICTONIL WSEtlPDI SEALANTS MAY REACT ADVERSELY P NOT caParELE WALL FLASHING INSTALLATION DETAIL (MASONRY) SO A' M INTO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdealgngmup.mm AA #: 0003325 IS d O reumm a Loan ABBOTT PARK LOT #9 BLK. #13 PRGJ=To 04181.000-09131 moDzu 4EHB "2605- HAYDEN" GARAGE @MUM: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. K, DAM 9/21/21 SCALE: 1/4"=1'-0" >aWA5 ---t-7- / I \ - - 2x6 SUB-BANb W/1'x4' NOTCH --------------- ------------------ END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I` DRIP EDGE D\ 1/8' TEXTURED I \ FINISH ®WOOD I \\ 2X6 8UD (AND 1 I/8' 1/2' TEXTURED \ FINISH - CMU % \\ METAL FASCIA \ WRAP Ya' FROM \\ f STUCCO, I' FROM \ ----------------------- ;^ WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ �. NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION © PLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ' - �\PRIP EDGE, I' OFF WALL (NOT INTO STUCCO) V8' TEXTURED FINISH • WOOD. I/1' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER sl, 8TU=O WRAP(FRAME ONLY) WRB LAYER 42, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFMG CEMENT DRIP EDGE METAL KICK OUT tEXTURED FINISH 0 / WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -SAND W/%"x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4076 W ww.abdeslgngroup.00m AA 8: 0003325 d h o GG I! e s h 7S( A F PARK #9 #13 PROJECT* 04181.000-09131 MODICIA 4EHB "2605- HAYDEN" GARAOS 8WING: LEFT PALM: WALL ASSEMBLY DETAILS %160 MPH EXP. C �i723 DNT ATIM 9/21/21 8CALE: 1/7=170" $ VV AV TE-Z II 4" CONC. SLAB m 0'-0" b TOP OF I a I '° 8.-0" 3,-6" SLAB 28'-Z' O 3 1.1 � ------------- r-4 _,_—FM-16x18 i 1 i i 1.1 I 2'-8" 15,4„ 11 11'-8" 10'-0" 4" PVC •i CHASE 11 x ;; 7D+'It � CR OFED SLAB it LL 11 q 0 ILL ii U O °Q 11 11 11'-10" 7'-5" 20'-5" n LL � ii 9 I li CW-12112 I „ ;t IIJ 11 � li /x24 III ;? N � O III- N oY a UpTo2NDFLOOR I I IItlII p (FIELD'ER I AION)EXACTLO W �� 1 w 5 9'4" 2'-8" 9•0" MO a 9'-3" nU x0 N u , I #3 TRANSFER STEEL SBA. rn a 24" O.C. MAX 2 1A 101FIN I I 11 Y FIN. CONCLSLAB I 4I 1. ILL m W. _FM_18x18 J FMC- \ I i6x18 y 2 10" 18'-0" 2'-1"-0. _ 7,-4" _ _ FM-18x18 ,J M �-31/2" 0 4'CONC. a "a SLAB a W I o(L FM-12x18 FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWYDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.GNDICATES #5 BAR, BUDICATES #6 BAR, 91DICATES A9 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 2,000PSF. 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) N ALL WALL INTERSECTIONS S) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402R02-16, USING: Pm = 2,000 PSI, TYPE W" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWII SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx6 OVER GENERAL 3 12" 6W7.'L VAPOR I MIL VAPOR COMPACTED FILL BARRIER FOOTING EDUa E EACH WAY. PROVIDE CORNER BARE.SAME SIZE QUANTITY AS B FOUNDATION. WITH MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 17, CONTINUOUS 18" (2) #5's FM-16x20 16" CONTINUOUS 20' - (2)#Ss FM-20x20 20" CONTINUOUS 20' - (2)#Ss FMC-16x20 16, CONTINUOUS 20' - (2)#5's - VARIES CW-12x12 17 SEE PLAN 17, - (2)#Vs - +0"-0, CWC-12x12 17 SEE PLAN 17, - (2)#61 - VARIES F-24x24 24" 24'• 17' (2)#5's (2)#5's +01-0' TEA8" SEE PLAN 8" #5's SEP 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngroup.mm AA #: 0003325 O s� � rr O at SDIV. 86 LOT: ABBOTT PARK LOT #9 BLK. #13 PROJECT* 04181.000- 9131 MODEL 4EHB "2605- HAYDEN" CARAOR araxo: LEFT PACE: FOUNDATION PLAN 160 MPH EXP. C ' \L/D A ABOUCpACRA] V\./ AR NO 93723 RENT -1 DATJM 9/21/21 SCALE: 1/4"=1'-0" aIiEET si 3C MIN. EACH WAY MONOLITHIC FOOTING � A STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • .- CELL SEE PLAN FOR SIZE AND j „ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ` P- - SPACING REQUIREMENTS a GARAGE DOOR P RECESS m v FM o 8"CMU WALL 8" CMU WALL I • . CORNER BARS, SAME SIZE AS LARGER BAR w B. I. '-d' • IN FOUNDATION WITH 3d' LEG EACH I �, N TOP OF SLAB +- TOP OF SLAB y#fj�,,I WAY AT ALL CHANGES IN DIRECTIONS I ... ,i SO THAT THE STEEL REINF, IS CONTINUOUS a' MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIAEXT. PORCHSLAB4" CHAMFER (ISTORY) EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE P. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEVW/1/2"ISOLATIO 18' CHAMFER (2S70RV) v 4" CHAMFER (1STORY) JOINT WHERE6" #4 24"6" Wl 1/2ISOLATON( CHAMFER (2STORY) iSEE SCHEWIE � 3d MD. BAR JOINT(WHEREAPPLICABLE) APPLICABLE) i 4 SEE SCHEWLE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING OR SIZE #6 3B' FOR Mr). MR SIZEND i DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANiRV AND BAR DUANmV NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING SCALE:34"=1'-d' SCALE, @ GARAGE 3 4 SCALE: 3/4"=1'-d' (1) #5 REBAR VERTICALLY W/ CONC. s POURED CELL LAP TOP PLATE A MIN. OF 48" 8" CMU AND NAIL W/ 16d COMMON o a NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN g #4 REBAR �24" O.C. 0 CENTER OF $ BLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. S SECURED W/ 2-PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO EPDXY. MIN. EMBED I SLAB W/10d MASONRY 2" CAPPED f4t a 8", UNO NAIL 12" O/C STAGGERED. 4• IZ GALVANIZED PIPE GAL --II i ° FOLLOW ALL MANF. ADDITIONAL METAL B AN BASE SPECIFICATIONS FOR CONNECTORS NOT 4" CONC., REINF. W/ "x6" AND I REQUIRED WHEN NO f l #10 VAW ON 1 { b iUSE PREPARATION OF UPLIFT IS PRESENT. 6-MIL POLY ETHYLENE w VAPOR BARRIER ON n O q" 4' HOLE. - SLAB SCHEDULE w a 1'4T WELL -COMPACTED : I I SECURE FLANGE TO CLEAN FILL TERMITE SLAB W/(a) 1/4" X 2 1/4" g [SEE f TREATMENT SHALL BE '4 TAPCONS tP' �O TOP OF SLAB S' BORA-CARE (2) CONT. #4 REBAR 4" CHAMFER (1-STORY)tAND.. 6" CHAMFER (2-STORY) (2)#5 REBAR ON CHAIRS12"MIN. 714 DEPTH INTO z z 2,000 PSF VIRGIN SOIL OR 95% E MD. BAR VIRGIN NEERED COMPACTED SOIL � fm HEIGHT LESS SLAB HEIGHT LESS THAN 3'S" C PER PLAN ADDING BAR TO CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION OINNTLERIOR BCALE:3/°"=1'-0 (NO UPLIFT) 5 6 FOOTING W/ BLOCK WALL scALF: 3l4 =r-a scALE:3/4"=1'-d' 1 A SCALE: 3/4"=1'-d' LAP TOP PLATE A MIN. OF 48" ----��. AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE i CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT SECURE BT. PLATE TO dS a' SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL a 12" O/C STAGGERED. ADDITIONAL METAL m w 0 J CONNECTORS NOT C H REQUIRED WHEN NO 8" CMU WALL IO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TIP.) s TOP OF SLAB _ 4' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING , TOP OF SLAB 1/2"DIA. SIMPSON 5T82 BOLTS 5" MINIMUM EMBEDMENT INTO MINIMUM CELL, 4" FROM ENDS AND SEE SLAB SCHEDULE EXT. PORCH SLAB 4"CHAMFER (I -STORY) .4• 4 . BAR SIZE 48 BAR DIA• 4e f w h s 4 q GROUTED W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18" . 4� • 16" O.C. VERTICALLY MAX JOINT (WHERE APPLICABLE) MATCH STEEL #4 24" 4 #5 3d' i REINFORCEMENT 8" PVC CHASE PER SCHEDULE 1. #B 38 SEE SR I.E FOR MD, BAR SIZE THRU FOOTING #7 q2• 6" PVC CHASE THRU FOOTING AND BAR OUANiT' QUA MATCH STEEL SEE SCHEWLE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR MD, BAR SIZE AND MROLIANRTY PVC CHASE PER SCHEDULE G9)ILNT�ERIOR BLOCK WALL CONNECTION THRU FOOTING ALE:3/4"=1'-d' (NO UPLIFT) 12 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-T748078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 s� d � o O W O a BUDDIV & LOTt ABBOTT PARK LOT #9 BLK. #13 PROJECT* 04181,000-09131 HODarr 4EHB "2605— HAYDEN" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH EXP. C 23 DA 9/21/21 SCALE: 1/4"=1'-0" Dime= S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 aRII,e sulwiv. a LrOTs ABBOTT PARK LOT #9 BLK. #13 PROJECT# 04 81.00 —09131 HODRIA 4EHB "2605—HAYDEN" GARAGE DWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C I PO" A. ABOUCIMM1 AR NO 93M J DRDFT A 9/21/21 OCAL.E: 1/4"=1'-0" sHE= S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/iV'HOOK GROUTED BOND BEAM VARIES PER ELEV. — a i °• °:. •i. CLEAN OUT REQUIRED FOR INSPECTION o 0'-0' FIN. FLR. .Aj. TIE ERTICALRE13AR TO HORIZONTAL REBAR W/t0'HOCK BAR SIZE 148 BAR DIA. #3 18" h #4 24" #5 30' #6 36" #7 42' HORIZONTAUVERTICAL REINFORCING � SCALE: 3/4"=1'-0' w w I NEW REINF. BAR SECURED W/2-PART EPDXY. M,N. EMBED J 6", UNO y d FOLLOW ALL MANI o I SPECIFICATIONS FOR m USE AND J PREPARATION OF HOLE. ° STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-O' OFFSET METHOD CONTINUOUS BARSIZE 48BAR DIA #3 18" METHOD #4 24" HORIZONTAUVERTICAL REINFORCING #6 2 #7 47 47' SCALE: 3/4"=1'-0' EXT. PORCH SLAB W/ 112' ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND El V:Ej SPACING REQUIREMENTS �a oy 8" CMU WALL I. SEE SLAB SCHEDULE 4" CHAMFER (1STORY) 8" CHAMFER (2STORY) sji MATCH STEEL s REINFORCEMENT � I PER SCHEDULE SEE SCMEWLE FOR w%D, BAR SIZE AND BAR QUANTITY #5 BARS Ell s� [Fe 11 4 CMU UNIT DIMENSIONS g' ARE NOMINAL SIZES O�MASONRY SYMBOLS 3 SCALE: 3/4"=1'-U' TOP OF SLAB 7 q' TOP OF SLAB d. BAR SIZE 48 BAR DIA #5 30" 38 6" PVC CHASE THRU FOOTING #7 42 MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 5 THRU FOOTING SCALE: 3/4"=1'-D' S E 9 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeskgngroup.com AA #: 0003325 q rr C ABBOTT PARK LOT #9 BLK. #13 PROJECT* 04181.000-09131 MODZI. 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. Cl RDrr DATM 9/21/21 SCALE: 1/4"=1'-0" SHEET Sl.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAt6 W/ (9)10d x I l a' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SMPSON HIOA OR LGT2 W/ IOd 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 (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WUL 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 HILT( X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE8 REIPT� REMARK iO (2)2X8 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 Ip.) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)p5 (1)N5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (i)M5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407'774.4078 www.abdeslgngroup.mm AA M: 0G03325 pq h 9 a sa SiJSDIV. Ac LOT: ABBOTT PARK LOT #9 BLK. #13 PROJECT:/ 4181. 0 -09131 moDEL: 4EHB "2605- HAYDEN" GARAGE OWDTG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ROLMV a ABOUCKAM m NO 9wm DA 9/21/21 SICALE: 1/4,=1'-0" SHEE1 S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK � TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-d' OPEN FACE SHELLS AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM I—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3M"=1' d' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP 6k8 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e 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 1aY5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16" b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM p '� 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 1#5 TOP OF THE LINTEL. a 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN ITDEEP. I F = FILLED W/GROUT U =UNFILLED NOMINAL WIDTH # OF #5'S, R E BOND OF COURSE g� 16-1T/1 / B NOMINAL—�� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THATXFXX-1T/1MID8 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - ITMM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/I M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •3 19 4 WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 SINGLE 05 CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN INTOr___l__j STEEL REINF. OF FILLED CELL - BOND. BEAM PROVIDE #5 BAR A7 EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-d' 8x18 DBL BOND TOP OF �. BEAM W/ (1) #6 BAR BOND BEAM' EACH COURSE 8x8 BOND BEAM W/(1)#5 BAR a. .4; 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) MASONRY LENGTH OF BAR = WIDTH OF OPENING-7 ' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-d' LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS TOP . PRECAST HEADER(MIN) 2.4 (MIN 2 X 3) 1-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 24 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK S, ZE. 145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3110 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH ENO AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1W MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4" = 1'-0" MOOD SEOBON FA81EMWACINS d. =2" MIN, 2 }" MAX 4 =2 t"MIN, 9"MAX PIMAPIMA& =1 }" MIN, 2 }'MAX e = j" MIN, 2 �' MAX d. =2' MIN, 2 }'MAX s.=2 t"MIN, 9"MAX ?'MIN, 2 �' MAX e = J' MIN, 2 >' MAX d. =2" MIN, 2," MAX s. = 2 }' MIN, 9" MAX W� s, =1 ? MIN, 2 ?'MAX . = }' 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 k OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE. d. = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN ROW % = SPACING BETWEEN ROWS OF FASTENERS e. = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 6 SCALE: N.T.S. l v 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdasigngmup.wm L AA #: 0003325 o g O lal N ounDiv. ag LOT: ABBOTT PARK LOT #9 BLK. #13 P1tOJMCT# 4181.000-0 13 MODZIt 4EHB "2605-HAYDEN" GARAGE OWNG: LEFT PAGE: DETAILS 160 MPH EXP. C DATM. 9/21/21 8CA =- 1/4"=1'-0" sltz= S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U6 BRFQa t6-1T tiro 1Troa 1T iTroa TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 9/a1T 8h16-IT WO -IT 8114-+T VAHT MIT ero•�s +a1n+ +Tn +Tn 1rn •lrn ero-2r ena2r eaosT er24-2r ersa2r er�z-2r 3' 8' PRECAST 1438 952 3114 4217 5321 Gm 7531 �� PRECAST 689 1024 3' 8' PRECAST 1560 3524 4304 5203 6132 7001 2466 8113 am 7708 9031 loom 1569 3624 4394 5288 6132 7001 V-W PRECAST 1085 70O 2306 3125 3046 4766 6687 4'-W PRECAST 514 763 4%W PRECAST 1363 3000 3815 4670 5325 8079 1961 ails 7102 am TBZT 8731 1303 3D50 3615 4570 5325 6079 4'4P PRECAST 819 1� 24DO 3033 3ee6 4300 C4r PRECAST 398 591 41-W PRECAST 1207 2502 3375 4043 4711 5379 182E 6743 7547 6752 8541 1566 12DT 2707 3375 4043 4711 5379 5' 4` PRECAST 931 124r teas 2500 3123 3888 4249 5' 4" PRECAST 411 411 5' 4' PRECAST +0+6 low 2374 2044 3513 4064 1319 4400 Ties T342 6T80 6Yb9 1016 2276 2938 3399 3951 40M 5'-10` PRECAST 817 1024 1631 2090 2640 3D09 3470 5'-10' PRECAST 340 339 5'-10' PRECAST we 1499 WTI 2443 2B15 3387 1161 seas 5877 e03a No 6778 m 2000 2� 3107 3820 4133 8' 8' PRECAST 892 1139 3227 30311 3707 4383 5081 �� PRECAST 410 T21 8' 8' PRECAST $35 12D1 1678 1955 2332 2T09 1139 3227 4696 7D54 IODD0 8826 e35 1008 2329 2790 3251 3712 T-0' PRECAST 570936 2488 2205 2MB 9191 38K Tor PRECAST 303 534 T-6' PRECAST Tte e9D 11a1 1462 1749 202a 93O 2408 3408 4864 7067 6472 727 1624 2025 24M 2827 we 9�' PRECAST Us 1603 2204 2481 2818 2621 9�` PRECAST 192 9$ PRECAST 454 a89 TOT 948 1120 1310 M 1074 2290 30B1 4 999 48e 672 1318 1043 1900 2164 2518 10 8' PRECAST 386 187 1247 1767 1904 2163 2008 10' 8' PRECAST 151 301 10' 8' PRECAST 366 446 612 756 e99 1D42 550 1407 la9T ZTBI 3222 3784 504 Ilea 1472 Iles 1710 +gee 11'4' PRECAST 330 544 1312 1742 2262 2888 3830 11'�` PRECAST 132 417 11'�' PRECAST 430 406 630 863 Tn 8T4 641 +912 +742 2252 2888 3562 466 1042 1372 1849 1470 1710 12 0' PRECAST 308 607 1210 1698 2048 2686 3191 12'-0' PRECAST 111 370 12'-0" PRECAST 383 308 478 GOT OBB T83 507 1210 1698 2048 2686 9171 440 940 1300 1680 1314 1478 13' 4' PRECAST 270 433 1046 1356 1732 2167 2535 13' 4' PRECAST 82 298 13' 4' PRECAST 308 303 303 484 676 645 414 1046 1986 1T92 291e 2805 999 780 1067 1312 1071 1209 14'-0" PRECAST 254 386 978 1272 teoa leas 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 3so eoe 300 978 12T2 t606 low 2389 378 717 9e+ 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR 14'$' PRESTRESSED N.R. 263 14'-8" PRESTRESSED 240 748 ees 460 45 1079 1429 1824 82 2277 2712 71 248 8as an 960 9B0 23 1287 1474 1716 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'4' PRESTRESSED N.R. 252 15'�4' PRESTRESSED � � 484GOG 574 � � 412 1014 1340 1703 2118 2613 230 616 908 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 17'-4" PRESTRESSED 1ST 326 365 461 567 690 30 an 1121 1413 1739 2047 192 on T20 501 1135 1312 19�I" PRESTRESSED N.R. NR NR NR NR Nit NR IV-4" PRESTRESSED N.R. 148 19=4' PRESTRESSED 182 '� 5I3 696 236 736 00 1200 1487 1718 lea 420 62s 803 VA 1098 21'All PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 306 381 464 627 180 m833 1036 Ilse 1466 142 373 537 ae0 ale 943 2Z-W PRESTRESSED N.R. NR NR NR NR NR NR 22-W PRESTRESSED N.R. 118 22'-0" PRESTRESSED 137 228 200 359 42B 497 1B6 Goo 7" m1203 13B1 137 369 613 660 TTe 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 246 302 380 418 120 450 054 824 1014 114T 124 d 319 455 68+ eel m -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'8 MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w abde *ooup.wm AA #: 0003325 c mm 4sunDiv. ae LOT. ABBOTT PARK LOT #9 BLK. #13 PltOJMCT# 41 1.000-09 31 MODEEa 4EHB "2605—HAYDEN" GAP—t*Z 8TaNO: LEFT PAQ10: SAFE LOAD TABLES 160 MPH EXP. C RODAW A. ABOUCHACRA AR NO 93M , DATM 9/21/21 NCJUX. 1/4"=1'-0" 8111L'm 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 IQ" 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 REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 11 ii II it II 11 II II 11 ' Y 11 11 II II ti II II II 11 II II D D11 it n u II it II J9 �I' II II n u II II u II II 8 II II II III II II 11 II II Y IIWOOD II II ) 6 II II II WALL W/ DBL. 11..m JB II R II ESTUD ACH JOIST . q q q Y Y Y N Y 11 II 11 11 II II II 11 Y II 11 II 11 II II II Y Y x q n n u u u n n n u q n 4 Y Y Y N II II II II II II II II 1 n N N J2 11 L 11 II II II 11 II 11 II 11 J3 1 11 II II II 11 II II A x q II n 11 II II n II 11 11 11 N Y II II II II II II II II q 2tlx4 WOOD WA" W If SYP. NO 2 STUDS n 2x4 WOOD U U u u u II BMI TO CMU WALL W/ 12"°a Y w II 11 N x� N II ISPLNO.2 II 11 IISTUDSG 11 II 11 II II II 11 Vt�% ANCHOR�D(4)%*'x.' TTI'ENHpgNd�R$pNp(41): x2}Q s�SCREWS MBL" I II r I I II 111z" o.c. II II II II 11 tl COLUMN SCHEDULE I u 4 1 I\J1 -I DBE STUD S� 6 BASE PLATE OR u MARK DESCRIPTION REINFORCEMENTREMARK 2X4 WOOD4X6 WD-1 (3 XN6Yz") SYP. HTT4W/5/e" DIAx5' 5/83.1A If PROVIDE DRAFTSTOII WALL W/DBL. II PT., WOOD POST EXP. BOLT ALONGIS TRUSS STUD UNDER II I) EACH JOIST II II DO 02.F. •• .. .. „ II II 11 II r--------1 FIRE `--------1 3M" SUB FLOOR 2X4 NAILER PRE-ENG. _ FOR DRAFT _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS III. 3/4" PLYWOODI DRAFTSTOP III I PRE-ENG. FLR. JOISTS 11 rI 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS it II II II II II II II II II II II II it II `'' II II 11 11 11 11 It If 11 11 II II II It II II II II II II II II II II II II II II II 11 11 11 u u u u u u Ileeaxa�sa® J4 mmamz6aa_ II WI xs x xss= s xss� s ssss: xxsx: x x 41 sssssm s�sss=sass PREFABRICA7�. FLOOR JOISTS ® 2P O.C. �ss�ss s- sxossss=sass s� �I =__= sssxssssss s==s[�soss_s sssss:ssass FIRSTFLOOR FRAMING PLAN D 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdes4ngmup.com AA #: 0003325 W a 4 o SVISDiv. a LOT•. ABBOTT PARK LOT #9 BLK. #13 PROJECT# 04181.000- 9131 LRODEL: 4EHB "2605-HAYDEN" GARAGE OWDCG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C � UM DATIL. 9/21/21 BICALE: 1/4"=i'—O" skim= s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 i' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 ?' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH (I6) 10d x 3 f' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x3 ? NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 121 O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 8", 8" x 4'4' 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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 CBS, L770 L13S (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LES (2 PLY) 1a 1b 1c TYPICAL TRUSS/ SCALE34'=r-a' GIRDER 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. SINGE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 88UH 8ACl�tBL00K Tl OMM 4500 3Wl WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER 314" T S G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 2"GYP. WL BD, SECURE ST. PLATE TO SLAB Wll0d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT, 4 I -JOIST CONNECTION @ L.B.W. SCALE:34""`° (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4-D —HOLE EDGE —HOLE DIAMETER 2/5'D SG. STUD STUD NOTCHING 8 AND BORING LIMITS SCALE: 1 1/2'=1'-0' EDGE>51S" HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 ? NAI LS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USEDIN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV, COMMON NAILS BEAM 1Z'O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' X 4", 61., 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HO TO CMU AND (12) SDS *'x 2 �' TO GIRDER B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH (2) t' x 5" TITEN HD TO CMU AND (18) SDS ix 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J' x 571TEN HD TO CMU AND (18) SDS a' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAYOF BOLTS A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8886 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) am vzmmm THCIOM 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 G4UGE W/ 10dx12 HOG COMMON NAILS. ® EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/6' A.B. IMTH MIN. 7" EMBEDMENT TO SLAB 8 (18)16d x 2-1/7 NAILS TO POST. POST TO SIT DIRECTLY ON SLAB .71 LVLMOOD POST CONNECTIONS rJ SCALE: 3/4"=l'-0" A - SIMPSON IUSI.81116 G < 1400 LSS, U < 70 LBS W! (2) 3/4"° WEDGE-BOL7/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) 3141 AEDGE-BOLT/J-BOL7, 6' 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 WI (8) 3/4" WEDGE -BOLT/, -BOLT, 6' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/18 G < 3455 LBS, U < 210 LBS W/ (S) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=l'-0' 6-0' MAX (WHX4) OR 10'-0' MAX(W1VA) V T J� MAX.�OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"= D. PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON HTSM20 W11010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREDLINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 Z'APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' ix4 DIAGONPL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORDOF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 24' MAX W/ 24- MAX m $' MAX. END OF SHEATHING IJdST IJdST SPACING SEE FRAMING PLAN TYP. TYP. END OF • • LEDGER u • BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER 8512" WITH IJOIST MIN. EMBED. (TYP) (2) 2XI2 SYP. P.T. FRONT LEDGER 9 <:r c a REAR LEDGER PARALLEL TO I -JOIST (2) 2X8 SHEATHING 2c MAX W/ 24' MAX W/ S- MAX. END SPACING SYP. P.T. �y OF SEE FRAMING PLAN WOIST TYP I4016T TYP FRONT LEDGER w END OF LEDGER d • • BOARD o b 2X8 SYP P.T 1/4"XB" 7APCON �,y LEDGER BOARD TO W/3"MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, S' ALLAROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. 3, ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' 0/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T FLOOR JOIST LEDGER SCHEDULE MARK ISIZE IBOLTSIZE IIIKEND WAGING C&IIpII A DOUBLE SYP W 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 1 S. 24" O/C MAX. A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/fITEN BOLTS W, 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS ONOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=1'-U' (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) W BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER 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 BILK WN 12" DIA ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 370C MAX SECURE GABLE TO 2x8 P.T. PLATE W/12d%6' O.C. MAX CONT, 20 SECURED W/ (2) l0d's @ EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0' 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 LONGAS 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 A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-774-4078 www.abdasigngroup.com AA #: 0003325 rd a r 4 l sumly ec LAT: ABBOTT PARK LOT #9 BLK. #13 PROJECT* 04181.000-09131 1[ODEL: 4EHB "2605— HAYDEN" OARACE BWDFO: LEFT PACE: DETAILS (I— JOIST) 160 MPH EXP- C 3 DitDrr A 9/21/21 8CAIX.1/4"=1'-O" S13EET 1111,. S3.1A PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-O' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. OC MAX GABLE GABLBL E TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX SIMPSON H6 W/(8) Bd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H8 W/ (8)8d COMM—Au s EACH END IJOIST J LVLI PLATE STRAPS W/ 10d x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL G SCALE: 3/4"=,'-0' PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL 8 SCALE: 3/4"=1'-0 8" CMU WALL REINF. PER PLAN PER LEVATION is ESL PER ELEVATION <L 2.4 P.T. CEILING NAILER W/ MASONRY NAILS a 1T O.C. 1X2 FIRE -STOP #B WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN DBL. 2X8 SYP 1R LEDGER. SEE FLOOR JOIST LEDGER 107S3.tA I j" X S" TAPCONS B" CMU WALL TSCHEDULE, REINF. PER PLAN PER ELEVATION y3� IJOIST (SEE O FRAMING PLAN) z z PER ELEVATION 2d' MAX (2) 2x4 P.T. WN MASONRY NAILS a 12' O.C. SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0' STRAP TRUSS TO PL, SEE SCHED. BELOW TRUES TO TOP PLATE A - SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA STRAP SIMPSON SPH4 OR SPHB BTM AND TOP PLATE ANCHORS W/ IOd x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 1 Od x3' PRE-ENG ROOF TRUSS 518" GYPSUM BOARD OR 1/T HIGH STRENGTH CLG BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING T[41CH'Ia.D�7.. SECURE ST. PLATE TO SLAB W/ 112'k9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. 016, OC MAX. S'TRUSS CONNECTION @ L.B.W. as SCALE: 3/4"=l'-O" 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 314" AS SHOWN _ IJOIST (SEE FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10183.1A SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL SCALE: 3/4"=1'-0' ROOF TRUSS 4x4/4x8 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 . O' 'O: TRUSS/WOOD POST CONNECTIONS SEA 10a 10b 10C SCALE 3/4"=,•-a' CONEC:ON AMo-12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS,(1)5/8""A.T.R. TOHDU4 AND (10)1/4"X 2177SDS TO POST POSTTO BLA9 CONECTION A&B - SIMPSON ASU44Z POST BASE <U:1,900 GS,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,336 W/ 6/8 DIA. x 8" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/5/e" AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-12 NAILS TO POST. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 4O7-774-4078 www.abdoeigngroup.com AA #: 0003325 J h 0 C mulmiV. & LOT: ABBOTT PARK LOT #9 BLK. #13 PltOJECTN 0418100 —0 131 HODEU 4EHB "2605— HAYDEN" GARAOE BWDro: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C DA7m 9/21/21 SCALE: 1/4"=1'-0" SHEwr S3.1B PRE-ENGINEERED i^1 VALLEY TRUSS CONNECTION 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesQMgmup,wm AA #: 0003325 m s� O eel i atMD1V. & LOT. ABBOTT PARK LOT #9 BLK. #13 PROJECT# 04181.000- 09131 MODZL: 4EHB "2605- HAYDEN" GARAGE NWING: LEFT PAGE: DETAILS 160 MPH EXP. C DRtNT A SCALE: 1/ wHZzT IS3.1 39,8 SEP SECOND FLOOR DECK PLAN SCALE: 1/4" = ,'-0" -BI 0 a 17'-4" 4 � 2.1 2.1 W- U U 00 LL 9'-4 3/4" TOP OF DECK OS PEN a 8 -0" 10 11 N. RONALD REAGAN BLVD. LONQWOOD, FL 32750 PH: 407-774-8078 FAX; 407-774.4078 www.a6designgroup.com AA R: 0003328 lot C avaDiv a r�oT: ABBOTT PARK LOT #9 BLK. #13 P1lOJl7cTN 04181.000-09131 1[OD3L• 4EHB "2605- HAYDEN" cswxwcia aw:xc: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C 202 n811ZZ o r s �- SJ U SECOND FLOOR DOWEL PLAN SCALE: 1/4" - P-0' I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA 8: 0003325 h ii rai' r�r a r ga 0 XUDDIV. as I.OT: ABBOTT PARK LOT #9 BLK. #13 PROJECT# 04181.000-09131 MODMIA 4EHB "2605- HAYDEN" GARAGE EWDrG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C N2 DAM 9/21/21 SCA=: 1/4"=1'-0" 8*Ec T S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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, MATH 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. HEADER SCHEDULE MARK ID.EX. REMARK D (2) 2X8 SCHEDULE INDICATES OPENING BELOW/T.O.B.=TOPBEAM OUOFTEL/T.O.A=TOPOF 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 (P50 SIZEREMARKS REINFORCEMENT STIRRUPS STM. TOP MID SIZE SPACING 881 MASONRY 3000 8x16 (i)A5 (i)46 N/A GROUTED SOLID BB2 MASONRY 3000 8xe (i)X5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-lT/0MA)B U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1T-4" 1 1 1 1 1 1 9 1 1 I I I 1 i 8F8-1T/OM/OB ---------- — ---------==&=TIM ---- 8F8-lT/0M/0B ♦ 8F8-lT/0MA0B ♦ ; 'k' 1 � L-------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" ucp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdm4ftmup.com AA 8: 0003325 Al s� O O WM aUNDIV. Sc LOT ABBOTT PARK LOT #9 BLK. #13 PRO"=T# 04 81.000-09 31 MODEL: 4EHB "2605- HAYDEN" GARAGE BTIDM: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFPILOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U6 ere-oe te-t t tr tr tt TYPE LENGTH 8/8 PLAIN BIB SOLID TYPE LENGTH ero-1r ene-tr erla-n er14-tr er�.1r ersz-tt els-ts e-1rn 1rn tm ttn tTn ero-2i ans27 a2o•2r e240 Ma-zr er�-2r ers2,2r 3'-8' PRECAST 1438 962 9114 4217 6821 8428 7591 3'4' PRECAST 889 1024 ' 3-0' PRECAST 16e9 9624 4394 5263 8182 7001 errs eseB 770e soar l0000 1609 3524 4394 5zs9 6132 law 4'40' PRECAST 1085 700 2906 3125 016 4Tes 55e7 4'-0' PRECAST 514 783 4'-0" PRECAST 1989 9080 9615 4670 6326 8079 1901 ells 7192 eB24 T827 8781 19e3 3080 9616 4670 6326 eo7e 4'-8' PRECAST 819 633 1770 2400 9039 sees 4800 4'•8' PRECAST 398 591 4'4' PRECAST 1207 2682 9375 4043 4711 6879 1826 8749 7647 8762 8641 7686 1207 2707 9875 4w8 4711 5379 5'r{' PRECAST 831 1247 t999 2a80 3129 9688 4249 5'-4" PRECAST 411 411 6'-4" PRECAST 1019 INS 2374 2944 3613 4084 1319 4480 7198 7342 a780 gip 1we 2278 2838 3989 9961 4084 5-10• PRECAST 817 1024 1831 2090 2619 9009 9470 5'-10' PRECAST 340 339 5.10" PRECAST OR 1499 1971 2443 2915 3987 11e1 3893 sen Bose me�g m 20e0 2B8 3107 982o 4133 8'-8' PRECAST �2 1t39 3221 9001 9707 4384 6081 8'-0' PRECAST 410 721 8'-0' PRECAST 896 1201 1678 low2392 2709 1199 8227 4698 7064 10000 882a 895 te88 2829 2790 3251 3712 T-0' PRECAST 670 990 2499 220a 2698 8191 9eB6 T�8' PRECAST 303 534 T-0' PRECAST ?`Is 900 1181 t482 1743 2D26 on 340e 4ee4 ToeT eaTx 727 1e24 2025 24S 2e27 322e 9'�4' PRECAST 428 � 1e89 2204 2181 2ete 2821 8,,4. PRECAST 192 384 9'-4' PRECAST 464 BOB 787 94e 1129 1910 e� 1874 2298 9091 4099 4889 872 1818 1848 19N 21e4 2819 10'-8' PRECAST 388 487 1247 1787 1904 2169 2028 10'-8' PRECAST 151 301 10'-0" PRECAST 988 488 812 786 899 1042 � 1407 1e97 27e1 9222 sTea W4 11e0 1472 176.9 1710 1999 11'-4' PRECAST 330 544 1312 nag 2262 28e8 3e90 11'�' PRECAST 132 417 11'�4' PRECAST 490 408 590 853 7n 972 614 1812 1742 2252 2888 360 488 1042 1372 1693 1470 1710 12'-0' PRECAST 308 607 1210 1a98 20/8 2686 8191 12'-0' PRECAST 111 370 12'-0' PRECAST 883 988 47e 687 898 788 a07 1210 1598 2018 26e8 9171 440 940 1900 1680 1814 1478 13'rL" PRECAST 270 498 1045 1386 1792 2167 25M 13'-4" PRECAST 82 298 13'-4" PRECAST 908 909 993 4e4 576 846 44 1045 1985 1792 281s 2805 396 TOO 1057 1312 1071 120.9 14'-0' PRECAST 254 888 979 1272 1808 1988 2278 14'-D' PRECAST 71 293 14'-0' PRECAST 279 278 9e0 443 a26 809 So m 1272 1e0B 19a0 23M s79 717 eel 1192 9T5 1138 14'-8' PRESTRE38ED N.R. NR NR NR NR2S PRE8TRE38ED N.R. 283 14'$' PRESTRESSED 422 608 828 748 e8a 1429 1824 227T 271214'-8' 246 ee9 �1297 1474 n1s 15'-4' PRESTRESSED N,R, NR NR NR �15'-4' PRESTRESSED N.R. 252 15'-4' PRESTRESSED��574 �� %NRR 2,NR 1940 1708 2118 26t8 290 618 90e 1184 1388 1672 1T-4' PRESTRESSED N.R. NR NR NR NR iT-4' PRESTRESSED N.R. 183 1T-4' PRESTRESSED 187 828 gee 481 687 ee0 tt2t rats t789 2047 192 606 720 aw 1186 1312 19'1{' PRESTRESSED N.R. NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 182 28e 948 430 513 696 yya Ise Sae 1200 1487 1718 tee 429 829 eo8 950 lose 21'4' pRESTRE3SED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'-4" pgSEp 142 219 808 881 464 627 180 598 898 1098 1188 1488 142 978 687 MO 818 948 22'-0' PRESTRESSED N.R. NR NR NR NR NR N R2r-0� PRESTRESSED N.R. 118 22'-0' PRESTRESSED 137 228 290 869 428 497 186 550 7e4 992 1209 1991 137 Sae 513 Bag 7T9 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 380 418 129 480 864 824 two 7147 124 319 455 Bw 897 793 MEET -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES, BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS O O EXCEED VALUES STATED ABOVE AND CASTCREI'E MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003328 t W Ul o r�r 0 e 6 at:7sniv ae 1[.OT: ABBOTT PARK LOT #9 BLK. #13 PROJI.CTp 04181.00 — 131 II[ODaL• 4EHB "2605— HAYDEN" OwawOa aWrTo: LEFT PROS: SAFE LOAD TABLES 160 MPH EXP. C 202 ROLA10 A ABOUgiACRA L AR NO s/37?3 J rPRwT 9/21/21 artaaz' S5.1A 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL SE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 812E & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD1 4X6(3X"x54')SYP. HTT4 W/5/8"DIAzS" 5/33.1A PT., WOOD POST EXP. BOLT i i _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF FRAMING PLAN SCALE: 1/4" = V-0" 4 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abd"lgngmup.wm AA #: 0003325 4 S' stn Dtv ae LOT: ABBOTT PARK LOT #9 BLK. # 13 PROJECT# 04181.0 0-09131 MODR1. 4EHB "2605-HAYDEN" CbARAOE DWING: LEFT PAQW: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C �Eo 202 �, A AR NO 98M DRINT ATffi: 9/21/21 EICALE: 1/4"=1'-0" SHMW S6 GABLE - END ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONES = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3, = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86,60) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/-0.18 RDOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19W STRUCTURAL SHEATHING EXP 7 40/20 E FOR CENT NTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS@4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/IN 4' OF GABLE END. ROOF/ WALU FLOOR O SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM lDd RING SHANK 212" 0,131 F1667 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK PER INCH) RSRS-01 Ed RING SHANK PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Btl RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILSAT 6"0.C, AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 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 NN=ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Btl RING SHANK GUN NAGS O4'OC. I TOP A BOTTOM EDGES I la z z 8 a# - 8 TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING p o m U BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1)ADOL DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2.4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C10d RING SHANK GUN NAILS , SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING 16 2" DECK SCREWS @ 6'A" O.C. MAX @ EDGES & 12" O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL COWORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE3/4'. STRUCTURAL DRAWINGS SHALL BE USED I N CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 6%AIR ENTRAINED CONCREfE80 ^P TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4' 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 ANDA MODULUS OF FOR STRUCTURAL CONCRETE, THIS 402/802-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-Ill CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGRIXIND YMMiE INDICATED ON POLYND ETHYLENEVAPORBARRIER MEMBRANE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 746 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED S INCHES LED TAPF PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO AN/ SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM-VVORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h 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 MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: uND ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 psf TOP CHORD non—Ounent 10 psf STM CHORD non-con—nt DEAD LOAD DEAD LOAD 15 PM TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 SO w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7.18 (FBC R2020) EXPOSURE C, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE: l0psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: SOW, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 01557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR W-0N- EIGHT FOR FOOTINGS, AND SLABGRADE 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 SWILL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. If FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY SPOSW TO EARTH (FOUNDATIONS) S FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.1/2' FOR #5 AND SMALLER 2' FOR 06 AND LARGER C FOR CONCRETE NOT VIPOSEDTO WEATHER 3/4' FOR SLABS WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED VIARE MESH, SHALL BE ASTM Al064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MIN MUM LAP S WILL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AO STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAPS. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM CIO, GRADE P. = 2000 PSI. BLOCK SHALL IS PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SWILL COMPLY WITH ASTM C 476, AND SWILL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 kSi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUR METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR 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. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'OESIGN NATIONAL STANDARDS FOR METALFLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLOR.— LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AMUCATION SIZE TYPE SPACING REMARKS A—KATION TYPE BPACINO REMARKS I#PTRIRRINGTO MASONRY/GONG. CASE HAFDaNmCOLL aOD MOLE DOOR BUCK �O NASONRY/GONG. 'DIA OWA9IER NMASDNR! FAeTEFER OO ttl2"EMBED., d"ENDDST., R'mGE DIST .a,.. a, DOORS CASE HARDENmc- S.- WINOOVHDOORIFASTENED GMAGE DOOR SUCK 3RDAOt 1"0"(LB'DVN A" EMBED.,d" PDDST., z T, SEENDTEB '—DOWSUCX NALI I—ONG. STAGGERED INTO —NO TO MA801AVINNC. wl WAa1 E%PAN810NBOLT 2d`OD II". DW 3'EOGE AST. CASEHAROENm COIL 8"OC WNWW1000RIFA .m METAL STPP➢TO CONTACT THIS ENGINEER FOR SPACING 1z PT, 3EENOTE6 NULI I?LONG. STA mm wTOMAsow+vrcGNc MASON RV ICONc. REQUIREMENTS EM.SVIING DOOR 1213n3•DA 'TA— 11ITEMBm.B`E1D BUCK 2. PT, SEENOTEB NO WASHER F.— IS— DST., 1—EDGEDST izWINDOW et36°PAFx219' a` END. DIET. I I I' O STEEL CIO. P SEE , SEwl WASHER STAGp9im EDGE DST. NOTE6 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. IK MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. J Il N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wWw.abdmlgn9mup.wm AA #: 0003325 J C V C aUDDIV. & LIT: ABBOTT PARK LOT #9 BLK. #13 PIlOJECT1y 4181.000-09131 MIDDEid: 4EHB "2605— HAYDEN" GARAGE BWMG: LEFT PAGE: DETAILS 160 MPH EXP. J DA M 9/21/21 acA=: 1/4"=1'-0" aIdEET SN1 ft Ab © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIAS '-J-CHA �' MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7D STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL FIT 10 HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO O(7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 ,rSTAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J' MAX.—fl'I lo- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT---' Q J-CHANNEL k" MAXI nr--rwu r Da0]■F-1CIC:-1- TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH Vtl TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER 2-1/4' EMB. WOOD BATTEN LCHANNEL 30 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLES INSTALLED THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 0 1X2 WOOD BATTEN —�—f �2X2 WOOD BATTEN 10 O SOFFIT NSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT Q e, FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED@ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR SPAN 'L SPAN 'L AVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD ioEttlT (NOTEA) CONCRETE; CMU OR WOOD SOFFrT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D'J SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END TRUSS/JOIST/RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" O MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. rB:F+ii+iii•i _ '=r:r:rri: rrj=t�je:ii°ice F. jj ?e�iiiiir' •• 3.519 ..rrrr:+iiii3jir. • 375 .375 .4 3.625 3.625—TF 3. 5 08 .03 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 T V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesi8n8roup.mm AA #: 0003325 of 0 POOR do LOT: ABBOTT PARK LOT #9 BLK. #13 PIt0imcTp 041 .0 -09 31 MODaL: 4EHB "2605- HAYDEN" GA1tAG3 BWDIG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. 3 242 10 9/21/21 MCA=: 1/4"=1'-0" SDZ .0 (048 '2'L,,