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Home My WebLink About7519 Sail Clover Ln20"05-4EHB—HAYDEN99 H 0 M ES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -p amA Bunam coo g)IspgN�T, ,y � I {✓4W=(,0, ) -ALL LOGIN. AND RATS COM -OCCUPANCY - RESIDENTIAL. GROUP R3 :OCCUPANCY TYPE — VB -MIN. INTERIOR FINISH - CLASS B -BASIC LAND SPEED - Vult=100 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RgRIDENCB - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT. AL URINATE M a. MEDICINE CABINET AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T METALTBRLSHOL.D CL CENTERRJE MTD. MOUNTED CAB. CABINET MIL. METAL CIA. CEILING N.T.S. NOT TO SCALE CLR. CLEAR G.C. ON CENTER CGNC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON CT CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAME 1 R P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL BAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRBL DR. DOOR RFF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S C SOIIDCOREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL. SLIT. SHEE ENT{. EXHAUST SHTHG. SHEATHNG EXT. EXTERIOR SLEWR. SHOWER FGJFX. FIXEDGLASSSari. SIMILAR'AUG F.G FUEL GAS SL SLIDING FLR FINISH STD. SLIDINGGLASSPG FLU. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR W L FTO FOOTING TEMP. TEMPIEREDGLASS GA, GAUGE THE. THICK GAR. DISP, GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUNDFAULTCIRCUIT T.O P. TOP OF PLATE INTERRUPTER T08. OFSLAB OL. GLASS TYP. TYPICAL Top I GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE BOB. HEADER CORE WP WASHEROOF HOT. OR FTT HEIGHT W WITH INSUL. INSULATION WD. WOOD TNT. INTERIOR WDW, WINDOW W/IT WATER HEATER W.1, WROUGHTLRON DATE DESCRIP ON , Z- -STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION BID SET IBBURD PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS & DETAILS PG A2-SECOND FLOOR PLAN A PG A3G-FRONT & REAR ELE qRK SHALL COMPLY WITH R PC A4G-LEFT & RIGHT E .�� LORID RE PG El -FIRST FLOOR ELE A BUILDING CTRN CODE PG E2-SECOND FLOOR ELE� ELECTRIC CODE , , PG Pl-PLUMBING PLANS C17'Y � PG MI -FIRST FLOOR 1IECHAQj�I rr EI?HYRHILL.S PG M2-SECOND FLOOR MECHANICA If s PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT' APPROVAL LISTING PG WAI-HALL ASSEMBLY D ��/ � G 2 ��I ryry /q V U 0 2 ,^� WA2-WALL ASSEMBLY D I✓ATE 20 PG NA3-HALL ASSEMBLY Let T I- H DLJILL i7 PG WA4—HALL ASSEMBLY ZEPHYRHILL PG WA5-WALL ASSEMBLY EXAM I N Chi PG WAS -WALL ASSEMBLY DETAILS ➢ v G. Ti 02A34 ADDED ELEV. 'J' d W WITH SIDING PER MARK BOUES 0240AD BID SET RR -DINED 04mro FOOTING REVISIONS PER M. BOUES 06/5/D I -JOISTS INCORPORATED AUTO MASTER PLAN f,/*/g CONSTRUCTION DOGUMENTS REISSUED 050TW ADDED VALLEY FRAMING DETAIL, UPDATED DOLLARD DETAIL OV16AD DETAIL- 'ADDING BAR TO BOND (BEAM' ADDED TO WA 0246/M PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, TLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 F PT. CALC. S OMM REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/*/15 UPDATED LEDGER DOLT SIZE : SPACIW BT PLR LIVING IJ04 6O. FT. 2ND FLR LIVING I"I SQ FT. TOTAL LNWG 2A'+®S Sit FT. GARAGE 431 $a FT. POIiCM ELEVATION Ya' 43 .9Ci. FT. TOTAL ELEVATION 'G' 3089 W. FT. akla Pano e® bQ. FT. ObAYD REVISED I -JOIST LAYOUT 06/2VI9 ADDED LED LIGHTS TO KITCHEN 4 DATNRO" PER MARL DRIES 0143/M ADDED STLFE OPTION TO ELEVATIONS To , N, 'J' : K' MOM LEDGER BOLT SPACNG RE SED 10/jS/g ADDED OPT. S'•0' CEILING FEKIMTS 01A7Vl0 REPLACE USP COPlECT01i8 WTH BA P80N CONNECTORS 03/O�I2O REVISED DETAIL ON SHEET D2 OPT. 0' D' CLG NOT. OWIM REVISED STAIRCASE AND STAIR SECTION DETAIL CLAMI 2020 FDC UPDATE ��, ADDED SOFFRDETAILS STRUCTURAL SHEET DE RIPTION 030165,21 ADD FLAT HEADER * T'•b' AFT. M-ir CLG ONLY) PG SI-FOUNDATION PLAN PG S1.2-FIRSAIL3 PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SO -SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN PG SNI-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'E IN WRITTEN/DRAWN FORMS IN A TIMELY YAWNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %CONSTRUCTION BASED ON THE DRAWING SST. OS/I6/2I ADDED20'POOTERDPTION .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W Abdeelgngroup.mm AA #: 0003325 Y 4 aUDDIV. & LOT: ABBOTT PARK LOT #11 BLK. #12 PHASE:4C kwEsId. 04181.04C-11121 MODEL. 4EHB "2605-HAYDEN" GARAOa awtxo: LEFT PACE: COVER SHEET 160 MPH FA. C L-MNO0KM A pp,tNT .4 DATM 12/7/21 aCALE: 1/4"-1,-O" a1ISEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE W COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FSCR 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 202DCHAPTER 3, SECTION R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTiENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAILTO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA 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 13B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-38 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.28 GAGE (0.48 KM SHEET STEEL 1' MIN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALLHAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 6 -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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTINGTHE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, 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 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012E1. 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 TOBEAMINIMUMOF T- O'BEYOND NEW FOOTNG 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 VWTH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAIN THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6•WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM U' PVC (SCHEDULE 40), INSULATED WITH 6' 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 P3D05.2. 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 COVERNGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' 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, if2' 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-C 1063-19a & 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 CEILINGS 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 CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S 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. EXIERK)R SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h 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: 407-774.4078 www.abdesigngroup.eom AA 8: 0003325 I s� o 1Q1 mlv. Nk Lj ABBOTT PA LOT #11 BLK- PHASE:4C PROJiCCTM 4181.04C-1 121 moDxu 4EHB "2605-HAYDEN" oARA02 SVnKG: LEFT PACE: GENERAL NOTES %160 MPH EXP. DAaurr 12/7/21 QCA=: 1/4"=1'-O" SHiE= GN PATIO 15'-4' i0 i0 a OVERHANG- OF ROF - - - - - - _ _, 3052-SW EGRESS l2) 3052-SH HDOVE I i0b8 SGD. I 21' -4 I � _ B V vOOL i m � I e ROOM I I I I DDMO ROOM e' 0' CLG. W-e' G.G. V.S. S'-8' 3'-8' T-2' v (2) 2066 FLAT HDR • I I I • IR-ISH j j m POST q O tuei BATH Z ti VIC II cIv I O L®12-JuLL.14131I 1I;'�. 8'0'ClG I ro 9 '� 2 8 2' 5'-4' 3'-0' '-Im' 2'-Ifd I I 8'-0' 5'-B' 37 v 2 mBMIWd STAIR DATA 15 RISER • 132' BOLL 14 TREADS • 10' _ ? -- REP ' 3-8H - AS REQ. PER BLDG. FLAT HDR • CODE T'-6' AFF. II FOYER 0 V_v CL&-o VIII° D FM III 8'-8' CLG. P A APAGE aG cLG s 0 III III FLAT HDR • 9- 111 T-b' AFF. I'-O' 7-41 () -SH 9'-g' li'-0' X 1'-0. O.H. 9 I PORE y 9 p 5'-4' FIRST FLOOR PLAN ALE- 1/4' " I'-0' -2-8 LOW. 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 LE66 THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE 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 1 ITS ATTIC AREA BY NOT LESS THAN ly'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SMALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS -• THANYI5.lm) 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.) 3021 00100111iQA1D CIAD=Vn LOADS 108101SD BFONIE FOR I E0010 MM WHISK Sam ZME 11018XMEMq RBMNR AND7IPE FOOTAm MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR OWING Is 5 36/-41 OR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 160T0 O.HD. 112 I 5 310/-34b 12'xl2' SOFFIT 1 5 313/-4" BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT. -II, W.-C, MEAN ROOF irr. - 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R801.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. - I IS ILDATE/MIMII SQ.FT. CALL. S IST FLR LIVNG 1,104 SQ. PT. 2ND FILM LIVING 1,501 SQ. FT, TOTAL LIVING 2,605 SQ. FT. GARAGE 431 SQ. FT. FORTH ELEVATION Ys' 43 SQ. FT. TOTAL ELEVATION Ys' 30M SQ. FT. 8k18' PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8''-0® L UN.O ON PLANS BIG. HGT. VARIES 8' BLOCK WALL UNO ON PLANS IT-W BIG. INTERIOR 151412. ® ON PLANS L U.N.O. 44' INTERIOR O LOAD BIG. WALL UNO. ON PLANS -ALL INTERIOR DOORS TO BE b'-S' -ALL EXTERIOR DOORS TO BE b'-8' UNLESS NOTED OTHERWISE alp • 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.•bdeslgngrou"" AA #: 0003325 a C P-4-� TOP PLATE 9 m (DRBADETAIL R ALE, V2.1' 6- 42' HIGIH HALF WALL W/ CAP LAUN . 3/4, 1143 SUB FLOOR wmmw PER FA6tl1$R scHEouLE JD FIN. FLR BRG. HGT. E SYSTEM SYSTEM SER ( FLOOR T) SWEET) STAIRS RSER , TO CONFORM TO FBCR RH EDITION (2020) MN. TREAD•10' MAX MORRO 1/4• S/IS• MAX VARIATION N STAIR DATA: RI6EfWAAMADS ADJACENT TO EACH 151111t • 1.52' OTHER SW MAX VARIATION IN ANT 14 TREADB • PtWPJ11QAD HANDRAIL CIRCULAR 10'. 1• N081NG CROSS SECTION DUl TO 67E I V4• .-V4' OR PROVIDEEQUIVALENT ORAMABILITY M ORRIS- MN. &' WIDE • NARROW END MSL R• WIDTH • G' FROM NARROW END 34' MN. HANDRAIL HOT. •ENC�L ED ACCESSIBLE MACE UNDER STAIRS SHALL HAVE STALLS, UNDER 6TAIR &AWACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED 610E UNTH IW OYPSUI BOARDS, FBCR W.T. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 1/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILN6 SECURE TREADS TO 6TRNOER AH U WKSYS S' SCREWS • EA UBEYONDlD SHANK TO EXTEND TO EXTEND BEYOND THK20�BSS THE CLEAR SPACE BETWEEN OF SUB -FLOOR SWEATMN0 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' C \ HANDRAIL • 36' AS PER FBCR R311.182 — \ IW 2X4 RE-INFORCING \ \ NOTE: 42' H. V2 ` ` HANDRAIL ENDS SHALL BE \ GP RETURNED TO THE WALL OR �� TERMINATE INTO A NEWEL \ MAX11 POST. \ o' \ MIN. W STOR. `\ £ NOtE: \ o� I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A \ e DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A 3-202 SYP STTtI RENFORCED Ulm BPF \ PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND xa-',egslv�e \ gJ A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES PL-400 OR SMILARE• aa o SHALL HAVE A MINIMUM RADIUS OF 1/8'. EA HORIZONTAL RUN \ O 2 X 4 Re-RFowcNb \ 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF X 12 • EA. 7 X o STRINGER \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY BEGEA. I *'-v OG S'- DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2X4 ATTACHED uV Spd SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM MASONRY NAILS. 2X4 P.T. STRESSES- PER SECTION 16018.1 / F.B.C. 2020 SLEEPER INTO SLAB WITHIN V OF EACH END. 32' OP. MAX. STAIR SECTION B SCALE, v2'•i'-0 HANDRAIL SECTION A&A." DTL. D. I'-®• NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-774.4078 www.abdeskp%mup.com AA 5: 0003325 E b 4 om StMDIV. & LOT. ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PROJECT# 04181.04C-11121 MODEL: 4EHB "2605- HAYDEN" OA1tA0E awiNO: LEFT PAGE: FLOOR PLAN SECTIONS & DETAILS %160 MPH EXP. C a a wwwwrx-m'4 u 0 !V 0. ww .. a r.. o ; op INI" MEMEMEMEMME �,,,�1""�I r,� / �: ar�xr" I No Iri n . . . . . . . . . . SECOND FLOOR PLAN SCALE, 1/4 - V-0' I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774407S www.abdesigngroup.com AA 0: 0003325 44 ggo stnsDxv. a LOTt ABBOTT PARK LOT #11 BLK #12 PHASE: 4C PROJOCTip 04181.04C-11121 MODEL• 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: SECOND FLOOR PLAN %..160 MPH EV, C Lj ilf- r 20 A ABOUCKAM AR NO 93723 ptn" DATE. 12/7/21 SCALE: 1/4"=1'-0" 9mmzT A2 25'-4' BLDG. HGT - Imo- -- -- -- — --- — -- — - _ ---IIII■■ 1111 ��Us 1111��1111 (III ■■ �� .MON IIII IIII IIII ■■ ■■IIII OPT.COACH— LIGHT ,! 6' RAIBEDJ e EIAND � 1-1'-4' 2ND FLR ESRG. 1aGT— - 1,. W-4 3/4' 2ND FLR FIN. FLR/BR6 HGT. 5'-0' CLG. HGT. _ _ 0'-0' FIN. FLR _ _ ROOF PYPON IB•X80• DECORATIVE SHUTTER OR EQUIVALENT IIII �� IIII Fill■■I■■IIII - IIII■■LMEIIII FLR. — —FIN. :,,: -0 ENTRY 1111■ ■� 111 11114*■■II■■ " IIII■■L■■IIII ■■ ■■ IIII =- _x FRONT ELEVATION Or -ALE, 1/. I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH _ #,L 2ND FLR F'la. T. RFAOFATnC . ISM 34 FT. NET FREE VENTILATON AREA REQUIRED • 11 300 REQUIRED VENTILATION AREA • ]SWS/300 = 5.2E VENNLATION AREA X SQ INCHES PER Fr.(1441 = 7BLB SQ IN. MN. RECUREO VENnLA"nON s S% 7IWe IN UPPER POROON OFATnC - 3K4 SQ IN. Off RIDGEVENOLATION AREA = 115 S41N. PER VET 3w4/11S ALO OF VENTS REQUIRED = 3.307e3 ALe OF VENTSPRONDED 4 U2' THICK 2 COAT CET'EW PLASTER APPLIED DIRECTLY TO MASONRY ----,\ 4'.4• GALV. V-TYPE PLASHNG BET IN R00FRI6 CEMENT PIDEIEKA" 94111M " WNNDORLAYMENT AS PER FIRM SOS.LL ROOP SWAT14MG THICO.ESS AS PER SHEET 8NL SECURED PER PASTENER SC4EDULE SIMPSON LSU-26--� on Roa BLDPE� ELEVATION MN. T/a' Of SWAT14M GLa6ET TO DE SECURED TO 2X6 MEMBERS Wv Sd NAILS V O.O.. PERIMETER BIMF4" LUS-2& W/ (4) WWI, TO LEDGER AND (7) wa's TO 2X6 JOIST 3X& SYP PT LEDGER UV IQ'.6' THREADED ROD 32' OL. A WITHIN W OF EACH END MAX SET N SIMPSON NIGH STRENGTH E)Q-OXY 6• MN EPCED. I 2X6 BYP PT LEDGER W/ IA'x6' THREADED ROD 32' OG. A UT14IN •' OF EACH END MAX SLR N SIMPSON HIGH BTR@1GTH EXPDXY 6' MN view. C4ANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: In • I'-®• 9'-4 3/4' 2ND FLR r FIN. FLR./BRG. NGT. E OMP ED WOOD TIWWA • 24' OJC. I AB'-O' CLG. HGT. SUBMIT SHOP DRAWN" SEALED BY F — - i PROPES610NAL ENGBEER POR REVIEW I ,ram AM COMMENTS I TYP. I 1 I I I L _ _ o,0'-0" FIN. FLR PLYWOOD 6HEATHMG WE STRUCTURAL 2NDR R�FI6T� ROOPNG AND PLASHING W/ DRIP 7R716II7RAPI AND AwcIIOIII ROM PER MNPR LLAMANTEE00S7IIIIeNPPAt REQAREI'ONTO WRAP PASCIA WITH BREAK neTAL �" �"W IX2. 2x6 WOOD PAS" BEE PABT BTRIJCTAL IRPOR ENIRB D VENTED SOFFIT F4R ATTIC CALC'6 IR' THICK 2 BOAT C 1INT PLASTER APPLIED DIRECTLY TO MASONRY G RAED TRIM PER ELEVATIONS 2ND PLR WPIOCW PER PLAN RME SOFFIT DETAIL B BCALEI I• L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com #: 0003325 V � � S a � S � MM BunDLV. ae LOT. ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PROJECT# 041 1.04C-11 21 UODELa 4EHB HH2605-HAYDEN" GARAGE B.IING: LEFT PAGE. FRONT & REAR ELEVATIONS "G" 160 MPH EYP. C r S 1 12 OFF RIDGE T 9 u:iwTYF'. 11'-4' 2ND FLR ,�I1'-4' 2ND FLR HGT. I� TYF'. V-4 3/4' 2ND FL R ----- II I I_ 1Z�— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 12 — - �gFLR 9'-4 3/4' 2ND IIIFIN. FLR CLG. HGT., y-� B'-0' Bites. HGT. -----mot- ----------------------------------- -'-- o ENTRY II II 0'-O' FIN. FLR II I I ,,0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 : I'-0' TEXTURED FINISH 12 S OFF R�NT B F'. TY 11'-4' 2ND FLR. ,`11'-4- 2ND FLR. --------- BRG. HGT. n s 3/4' 2ND FLRr, 3/4' 2ND FLR. FIN. FLRIBRG. HGT.FBRG. HGT. , ME -- ------'-------------_---------- S - — - — - — - LR/HGT. CLG. HGT. o ENTRY -oW-O' a 0'-0' FIN. FLR r O'-0' FIN. FLR ;,f L RIGHT ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesoigro up.00m AA N: 0003325 A 9 OM aVBDIV. da L074 ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PRDJl.CT# 4181.04C-11121 MODZL• 4EHB 2605- HAYDEN" OA tA0Z 8WDf0: LEFT PAGIC: RIGHT & LEFT ELEVATIONS "G:, 160 MPH C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� Inv OUTLET 20 ArP PALS POu IWV OUTLET IIOV OUTLET IQ OF OULl!T UAmD TO SI3TOH apt nov OUTLET SOARED11�'O PAUL NrnarrER (TAMM I111I0TAM TYPE) 270V OUTLET (4) ORE =NNIl= W -�1•- - -tomGFI OR. UATbprFO@ OUTLET dQ=0 PAUL MERaIPTo� SWITCH SWITCH 3 UTAY OPER t4 SWITCH 4-WAY OPM I_ /i 0 UALL Plat o LtlMT CEILNS L164T © LED CL.B LIOHT LED APOR ©VP PROOF LOOT O VP VAMM FROM LISIR OMCEee® CAN ~-FAN Ian FERsn R. �. FAN aH.IeHrt Ian E'ER ao. Fr. Y pDtTLM rePeee TOO by uMIIAP ®PLUO11111116CENT2•1111A.0 rR LIGHTAPOIND AROUND � rel2le� rwt, 2' RA)ORAOINT FLuolaecar 4' TRICK Low 0 PANEL sib ME7ER OSD. enact DETEerae R° r� I WLL Mo1MED YTT RAaC.1� 1 eras 0111mm a WLHAENM Cjjvmown camel OSTKTO.e �� 7m &WALL W A O AN= OF NOT LEM rAN 4• PEOaIr L04T KATwL GAS ► TELOM OM JACK rIEATSR """"w re e! PilVATlD CONlCT ca Hit inm oN OONMCT " amAbl ITN TM.IVMION JACK �wPF•aRreD (� J-DON TO N At1L11DANICE rY EOX MASKED AS SUCH FOR G DON ClLW FAWLIOHi TO D! OIIPFlOIe16D N DON KIDANCE 0 MAA ASeuaNFOR nnna 24• NCJIDMOWf lJorR 671UP nanana N HCANDMICENT LION( STRIP 4V NCANCesoWT LIOHT STRIP N-0OD LIONT DPteEaeETY a 141T.AD • PS. PIER-wrrm FOR cur-wo ummw • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO DE VERPII3D. HICI MOLNER PRe-CONSTRUCTION ALL el 0 A • 4 20 AMP DRANCN CXCINTS TO M ARC FAULT ALL FTDDTECTED PER EL6CTIBCAL PIeDVRIONB Q L7(.R R) . NEC 7MJ1 n ff= ig'WION ICA • 7m AMiP DiDICL7ED LAUDRT CSSCWT. • 4M • ISLAND (NOT ON KITCWN CIRCUIT) • DISMUAam" DISCONSfCT TO W LOCKOUT N PANEL • DATHPOOM IXNAIST PAN TO HAVE MIN. CAPACITY OF Sm an MTROPITTENi PER ELECTIBCAL PRONSIade OF NCTION SRJ DD 2MR) • LAUNDRY ROOT A!19UmRSRI(CEPTACLE SHALL DE GRoLM FAULT CSCUR-MERIeJrTER PROTECTION FOR FIRSONSSL ON FEEDERS • WIRNS METHOD SHALL DE NON METALLIC CABLE PER ELWYNISCAL PROAMONS OF IEICR TTN m aEI= • ALL WORE TO GUMMY UNTH ELECTRICAL PROVISIOS OF THE PECK TTI ED r2R2R1 • AL.. 4)4Y u L RE YMf�D RY a APE ANC as d LIf�( RMET f3E ENERGY l9FICENIi TYPE PEE F 1 E 111W Q13141011WAlm DPNf., E.ERM E2FICIE4CT) 2m2R. 11N EDirla,l IeJR4J METER FIELD IFY LOC. IRRIGATION OUTLET • 48' AFF. 10, PRE -WIRED CLG FAN B" #2 BA1H#2 % i �/ I BOLLARD AS RECL PER BLDG. CODE III DOOR KEYLESS FIXTURE ll GPI @B GARAGE DOOR 101111 WIRE n LIflmaE - --- -- — -- COACH — LIGHT PAM - - - - - - - - - - a I DIM Room i ROOM PRE -WIRED i � — CLG PAW I I I UPI I L TO 2ND F\ SWITCH ` SITCH CH CABINET I OUTLET IiII . O IOUTLET FOR VENT OR MICRO D/I FOR W �I � /WIT, GII FII I PAN. !1-�4�' I \I_ 'REF T E i III III \ ` m.BX I III III FOYER \III PRE -WIRED CLG FAN !III 3MAD CV, THLN • 1% CU IN2' CONDUIT HW • PS CU IN2• CONDUIT OR 2/0 AL TO TERHIMATE ABOVE ed*IT . 0,,M 150 AMP ELECTRICAL RISER /'•� I NOT TO DCALE. COMBINATIONSERVCE EO AMP L P.B. FORT O DISCO►lic M SWITCH AND OO/FM4 VOLT \%rGHC( IMEB I GINERAL NOTES. n ELEOTRIC hE!TER N I fM� A ELECTRICAL MATEMALS AND INSTALLATIONS SHALL NmnA 3R L'NCLCOURE COMPLY UTH ELECTRICAL PROVISIONS OF THE FBCR'1TN PANEL I EDITION r2m2R) LOCAL CODES, AND ALL LOCAL POIER - - - - - - COI'PANY RLOIUIREI'®NTB. BOAJ2P D. ALL CONDUCTORS 8HALL BE TYPE THHN/TWLN UNLESS NOTED oTHERWIBE. TiLlu-mcm eDRVICD CMLE TLLSVISION ENTRANCE NRVIC$ ENTRI)ICE QOUIFTNWT 111WIFMONT POWER Gd'PANY TRANSFOIorTER NTER8Y8TEM BONDSJ6 TEIfNMdL AT LOW _�...� VOLTAGE =N ECTIONS FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' . '-V -3. \� I i I L I LED LIGHTING @ SINGLE LAV, BATH N2 PROVIDE 60 AMP, 120N240 VOLT, I F 4AN NECONOARIF/ I V O) SERVICE GROUND CONNECTED TO ELECTRICAL BEWACE. PROVDE 3 M COPPER (CU) N CONCRETE ENCASEp ROOTER STEEL PER I-Vl" DIA SCHEDULE M PVC CONDUIT OR P 111OMDE 3 ELECTRICAL PROVIIN" OF THE P16=71714 2/0 AL.U'TNU'I (AL) N 2" VIA SCHEDULE SD PVC EgfT1ON r2m2m). CONDUIT UN,E68 SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UMTH THE ELECTRIC 6/D" DIA X S FT LOM COPPER CLAD dROUD ROD COMPANY PRIOR TO DID. F?�a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407.774-4078 www, bdesigngroup.com AA 5: 0003321 (n 8 4 h q SLTMIV a TAT: ABBOTT PARK TAT #11 BLK. #12 PHASE: 4C 04 1. 4C-11121 moDuLs 4EHB "2605- HAYDEN" GA1tAGZ 8WDM: LEFT PAGRI: FIRST FLOOR ELECTRICAL PLAN 160 MPH ER. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 125V OUTLET 20 AMP SMA POLE ll0v OUTLET wv OUTLET w OF CUTLET WORD To "Tom GPI 11WV OUTLET VERSIFIED 6000 PAUL I RIP&#- ER (TAMPER RESISTANT TYPE) a@ 270V OUTLET (4)WE K COONRCTION I EW WATERPROOF p11LET GIMM FAULT NTEERIFI{R SWTCN BATCH I -WAY OPER. W4 SIIITCII 4-WAY OPER IIIALL I'RCUITlD L. CEILN6 LIGHT © LED CL6 LIGHT LED VAPOR O� FROM LIGHT O VP VAPOR PROCP Llb ORBCENED CAN eVOIT. PAN 1 OM PER Ea PT. IYLIOHWLIQIPANT 1CM KR -PT. V PSe1ER (ePSUIL TRD DY om Ru.R WRAP ® ARpID (REC2- ESSED) I� ARdND (SIEPAy MNTJ r FLUORESCENT 4' FLYDIEICEIT p� �-�r-a-t.-� II 4' 7RILK LIONT Q PANEL .� m am (D s D. erTaa DE�ECYOIR r.� WALL MOWIED R.TT_wAac.uP E-1041 DETECTOR IM-NAM2910M. Covem OWES NTER-GOIfECfID ® SMA SHALL EE A DISTANCE OF NOT LESS THM 4' P.+vANr LI01R LIB NALAAL 6Y CUTLET jY TREP110ME JAC YIN TER Dis asear xlftlrj� rell.EE,w E•1 .�� TEn An c4mmIdNNG 00024 ocr IRSaN A4Y I� TELEVISICNJACK CELING 70 m SuPPoRTED N p J-RO% AeeGIRDANeE W EON HAMICED As SUCH FOR ESN eELl1tl PAN..tlNT TO ME EPPORTED N AGCdCdNCE W Rp)1 MHR®Y SUCH FOR pnnu 71' cEIT LIOnw NT*?w R.• INCANDESCENT Lkbl4r SrRP nnnnnnnn 4V WCANpSCENT LIMN( STEP FLOOD LION( On "a"TY .IA. • Pa ft".MUrTC N FOIE OWES uwas PORT LOCATION OF TV JACM N P41QE OUTLETS 4 PANE TO EIE VERPIED.IIOEOINER PRE -CONSTRUCTION MEETm • ALL E 4 20 AMP BRANCH CIRCUITS TO M AIRC FAULT PROTECTED PER ELECTRICAL PROVISIONS CP EMM TTN EDIrIeN nma) 1 NEG m_ 2mT l"'TON' • IS 1.1 OEDICATED LAL ORY CIRCUIT. • GFl . ISLAND (NOT ON KIT01414 CERGYR) • 0444UASWR DISCONNECT TO EE LOOKOUT N PANEL • SATWROOM 1004AUET PAN TO I4AVE MN. CAPACITY OF E0 Q9 MEM'9Tr@R PEIR ELecTOCAL PROVISIONS OF SECTION Pflb" QE(20001 • LAUNDRY ROOMWRECEPTACLE SHALL EE G09 NO FAULT CJWAMT-NTERRYTER PROTECTION FOR PERSGMK ON Feeom • ERCNA METWOO SHALL EE NON (METALLIC CABLE PER ELECTRICAL PROVISIONS OF [RaR TTN ED f2RM1 • ALL WORK TO COMPLY WTH ELECTRICAL PROVINO46 OF TA PRIOR TTN SD l202R1 • ALL LAN�b SWLL EE SlllGr[a ST Rlw nww AND T61 DA L10A1Tm w TYPE PER @PGIEICY)1R2A 111• EDITION R j I----- I-----' SECOND FLOOR ELECTRICAL PLAN ECALEI 1/4' • I'-®• ---_---- \� LED LIGHTING C�? DOUBLE LAV. BATFI 9 NINE roxi LED LIGHTING ® DOUBLE LAV. BA N 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w zbdeslgngroupxom AA S: 0003325 4 aUDDIV. ae LOT: ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PROJ=T# 4 81. 4C-111 1 MODEL• 4EHB "2605-HAYDEN" OAXAOE aWINO: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EA. C pRwT DATO 12/7/21 aCALE: 1/4"=1'-0" arIEET E2 :; 2' VTR LAY FL MAIN PLUMBING RISER L---------J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 w .abdesWkgroup.eom AA #: 0003325 Es� 4I oil aUNDIV ac Colt ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PRGJ=T# 4 .04C-11121 Moaa:o 4EHB "2605— HAYDEN" GARADS OWDIG: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C FIRST FLOOR SECOND PLUMBING LAN PLUMBINGFLOOR A SCALE: V4 • V-m' SCALE: 1/4 • V-m' ]I �' " will, .:." Dw'!'L'a 12/7/21 acwsa: 1 /4"=1'-0" P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL I'SE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER I-FG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS 4 MASTIC, AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/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 AND MC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECFI OBF BOOSTER PAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK. — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN : LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRLI AIR GRILL CLOTS ALL HVAC TO HAVE PROPER PANS WY DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CON.. CONDENSER WV (2)-3A6'X2' TAPCONS WIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE BLAB %XI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM Me CONDENSING WIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD DRAM,PER IN AN EDITION ITW FBCR 1TH EDITION (2020)) NOTE MAIN COND. DRAM 3/4' DIA MECHANICAL BLDG. GORE SECTION 3012A OVER HEAD • FROM STRUCTURE HVAC DRAINS BCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. � � OR WALL GOW o- PLV CD. LUG SEE SPEC. BRASS PLUG ��FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (T Nip FIN. GRADE OR PAVING I'-S'X6' CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP� 0 ■ ARAGE r---------- I I AmSX4 12 S' S/A FROM ABOVE m, I I FOYER I iii FLEX III III FIRST FLOOR MECHANICAL PLAN SCALE, V4 - I'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesoigroup.mm AA A: 0003325 J q b 0 Stnmly. Sag LOTs ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PMOJECTp 41 1.04C-111 1 MODEL: 4EHB "2605- HAYDEN" GAP-40Z 9WDf : LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH E . C DA � 12/7/21 SCALE: 1/4"=1'-0" axEET M1 L---------- SECOND FLOOR MECHANICAL PLAN WALE, V4 • P-m' at 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 I c 24 O O C C avannr. at LoT: ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PnoJECTIV 4 1.04C-11 2 MODZ l 4EHB "2605- HAYDEN" GARAGE BTaUG: LEFT PAGM- SECOND FLOOR MECHANICAL PLAN 160 MPH Fvjft P-PRINT 12/7/21 acALE: 1/4"=1'-0" DIRMET M2 2X4 TOP PLATE . PER FL FRS-FAB TRAS VJ' TAG(. 7 rGAi resew etAo 1' fX'Y Mi 1/2' CLG BOARD I® etwicnI NAL row P!N'OwCQlfr DIIIEG y T) r1Asow 2x6 I.J. LLD T TUDS IN mLArJ4WLeo P� PARTITIONS SUPPORTING Awoe VALPUM 14' WALL HUNG PLUMBING AND SNAL FIXTURES AND WALL CABINETS SHALL BE NOT A SLEEVE oo INOT CUT LW S�Ae�"P" ,wAT" MSTW efollLoM ALL LESS THAN 2x4, WHERE �� : r PVC wave FM GMLbK Aww+o (Br SECURE 2x4 WOOD SPACED NOT MORE earo SEAM NOT CUT » Fwoao PLATE TOO SLAB STUDS 024' THAN 16' O.C. OR, NOT SOLO SR= THE Sono soon SANS .r w/ I0o1 MASONRY OC• LESS THAN 2x6, WHERE uv n>- s _ (2) COURSE RESARS :. Isn �*Ic.L'�*wi« am °O'a` er o7mm NAIL s 32' oc SPACED NOT MORE ... .. re ■ MAX THAN 24' O.C. w roacwT woos . SLAB APP WAL IM& V-0 2A PIPE THROUGH BOND BEAM - PIN. FLR SCALE. 3/4'-I'-V- GARAGE DOOR JAMBS 26 GAS LINE THRU BLOCK 3 D1 OrALE:11/2'-V-0' \ZV""' "' TYP. INT. WALL NON-BRG. D1 SCALE. 3/4'-P-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.I1 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FA6TENER SCHEDULE PRE-ENG TRUSS-/ MTL. DRIP EDGE 2x FASCIA PER I -m TYP ELEVATIONS OA OJa, VENTED SOFFIT I � 1/3' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8, GYPSUM 84 OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURE& SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' OG. $' CMU 1/2' GYP. WL. BID. - WOOD BASE - 0'-0' FIN. FLR_ _ a . v. A• n W/ WINDOW OPENING V FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 90511. ROOF SHEATHINGN THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION$ VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE i-I6 IN +r ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'.P-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTT'I D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 8PF 24' O.G. MAX. ----,_WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR 905JJ. AS PER FBCR 905.1.1 • EA. END ROOF SHEATHING ROOF SHEATHING THICOOM" AS PER 2x BLOCKING BETWEEN TRUSSER THICKNE88 AS PER PER STRUCTURALSHEET SNL DETAILS SECURED PER SHEET SSECUREDSC14E PER FASTENER 8CHEDULE FASTENTENSCHE ER DULE STIFBAGK AT ALL UPR*WTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAx '—�-�+ WD" TRUSS Ax. 2x FASCIA PER ELEVATIONS o. ELEVATIONS VENTED SOFFIT Nevi PER ELEVATION / VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER / THICKNESS AS PER STRUCTURAL DETAILS .// U14LL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION It -VALUES SHEET SNI. SECURE PER ON SHEET &JI PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/W GYPSUM BOARD OR 1/2' ON SHEET SNI. WEEP $GREED HIGH STRENGTH CLG. BG BOARD PRE -ENS. ABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS qT—WINDOW ATTACHMENT AS PER MANUFACTURES SPEGIFIGATIONO 1/2' THICK, 2 COAT-L_ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR • a . S'Cm a . tl. 4: STRUCTURAL Ix2 P.T. PURRING - STRIPS a 24' O.C. In, GYP. WL. BO.- WOOD BASE — Cm ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 16095.1, W/ WINDOW OPENING TYP. WALL SECTION OPG NOTE: METHOD TO BE USED FOR THE 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SC-4I E. 9/4 .r-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdeskpgroupxom AA A: 0003325 o avansv ae YA1! ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C P1toamTM 4 81.04C-1112 MOD3L' 4EHB "2605-HAYDEN" OAitAOa 81►II00: LEFT PAOB: DETAILS 160 MPH . C DA 12/7/21 aCA=: 1/4"=1'-0" aHZw D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDER-AYMENT AS PER FBCR W511. AS PER FBCR 905.1.1. ROOF SHEAT14MG ROOF SHEATHING THICKNESS AS PER THICKNESG AS PER SHEET SNL SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. TRU P'ER PRE-ENG WD. T R 24' O.C. MAX LEVATION 24' OZ. MAX —IfELEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED 1 m O.W. ( 5/8' GYPSUM BOARD ELEVATION& 1 -0 O.W. 5/8' GYPSUM BOARD SOFFIT tYP. OR 1/2' HIGH STRENGTH TYP. R OU2' HIGI.I STRENGTH CLG. BOARD VENTED GLG. BOARD RERERENCE I ( Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. R ST STRUCTURAL S R-4.1 INSUL. � IW I I WWW LL 1 WINDOW ATTACHMENT W w I AS PER E MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 3/4' T 4 G SUBPLOOR GLUED AND NAILED 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT 8'. GLUED AND NAILED 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT lu> AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED a 4 DIRECTLY TO w DIRECTLY TO W MASONRY m MASONRY ' m W DO FIRE -STOP LI ATION DO FIRE -STOP L1 ATION SEE STRUCTURAL SEE STRUCTURALJPER t LEV TION LEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HOW STRENGTH CLG. OR V2' HIGH STRENGTH BOARD CLG, BOARD LEVATION DC2 FIRE -STOP IX2 FIRE -STOP R-4.1 INGUL. . , R-4.1 INSUL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP w1NDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL bQ P.T. FURRING STRIPS • 24'Or_. e' cm 1/2, GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP Ix2 P.T. FURRING STRIPS • 24, D.G. e' cm 1/2' GYP. WL. BD. WOOD DARE e L E ME ,a 4. . 4: n W/ WINDOW OPENING �a WITHOUT WINDOW OPENING 2-STOEY ['IRjlT FLOOR BLOCK SECON F 00 BLOCK SCALE, 3/4'4'-0' J r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 w .abdealgngroupxom AA S: 0003325 b o s� v Ll --- auaDIV. Ae LA7`. ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PIlOJmCTM 04 8 .04C-1112 MODZU 4EHB "2605- HAYDEN" GAP—tGE 8VW9G: LEFT PAQM- DETAILS 160 MPH EXP. C LQPJ. 2X6 R.T. • CENTER OF DOOR HEADER SECURED W N N' X a' J-DOLT UV 4' MN E"BCDMENT W/ 2' X 2' X V6' WASFDR 4 NUT OR W/ (2) IR' X a• ANCHOR DOLTS W/ 4' MN EMBEDMENT W/ 2' X 2' X VW WASHER 4 NUT— ® vi�rA�cal6 1 RAM VIDEO. S' Oc. 4' END DIST. 1 V2' CDGC OI&T. 2X6 Am DOOR EECUREC W/ (0) V2' X V J-DOLT OR ANCHOR BOLTS, W W MN. EMBEDMENT, IV 2' X 2' X 1/8' WASl1ER 4 NUT. !U WITHIN a' OF TOP, (V WITHIN 6. OF TIE BTM, ® (1) EVELY SPACED. NOTE& ALL ANCHOR& SMALL DE N ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE 81U04 MBTRJCTIONB ARE MORE STRNSENT GARAGE DOOR 1 BUCK ATTACHMENT 4r.L614r.r.M Iw1 P.T. OR 5/4'X4' MN SECURE TH RU FRAME 4 EXTEND 1-1/4' INTO ILER BLOCK W/ 3/16' TAPCONS CASING MIN. SWANK SIZE .145 MN NEAR SIZE 300 MN EMBEDMENT 1.1/4' WITHIN a' OF EACH END JAMB OR WINDOW! 4 W OC. MAX SPACING ATTACH TO 2X PER MANFACTUEES DETAILS. NOTE, 8NM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" w 1/3NDOR TO BLACK +3/4" OR +5/4" 2X4, SECURE TO BLOCK W/ 3A6' TAFr.ONS lMN 6W1NK 612E J46 MN HEAD SIZE % MIN. EMDEOMEINT 1 1/4') WITHIN a' OF EACH END 4 W O.C. MAX &PACING. 2X6, SCONE TO BLOCK W1(2) 3A6' TAPC.ONB (MN SWANK SIZE J4b MN MEAD SIZE 300 MN EMSM:l C T I V4') WITHIN W OF EACH END a, GMJ 4 W OZ. MAX SPACING. V2' DRYWALL 2X0. ® ❑ PX4' 6CCUE TO BLOCK P.T. HALER WW2) 3AW TAPCONS DOOR CASING (MN SWANK SIZE Job MN HEAD SIZE 300 MN EMB EXIENT 1 V4') WITHIN 6' OF EACH ENO 4 IW OC. MAX 6PACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACTUE6 DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" `�01► TO BLACK +1 1/2" 3/4" BUCK CONNECTION 2 TD BLK DETAIL 2X4. IZI SECURE TO BLOCK W 3A&'TAPCONS MN SHANK SIZE JO MN HEAD 611E 300 MN EMBEDMENT 1 V49 WTHM 6' Q EACH END Ala' Oc. MAX SPACING. 2X6, SECURE TO BLOCK WN2) 3AW TAPCONS MN SHANK SIZE .W5 MN READ SIZE 300 MN EMBEDMENT I V4') WITHIN a' OF EACH END 6• C•U 4 W OC. MAX SPACING. N' DRYWALL ® ❑ VX4' SECURE SEGUTO BLOCK UV(2) !/M.' TAPCOND P.T. NAILER MN GNAW SIZE .46 IA6' OAJ& X 4' MN. MN HEAD SIZE 300 MN EMBEDMENT I V49 DOOR CASING WITHIN W OF EACH END 4 Ia• oa nA)! SPACING. DOOR JAMB OR WI40011I ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/15" @= R TO BLOCK +i 35/15" 2X4. SECURE TO BLOCK W 346' TA -CONS (MN SHANK 611E .Mb MN HEAD SIZE 3" MN EMDEOM W 1 1/4') WITHIN a• OF EACH END 4 B' OZ. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 &*CURED BECIJIE TO BLOCK TdRDUGN NON-6TPIUCTURAL WK2) SASE TAPCON& 3/I6' TAFCON MN I-V4' (MN. 694NK SIZE J40 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I YW) WITHIN S' OF EACH END a' cm 4 B' O.C. MAX SPAC643. V2• DRYIVILL 2Xa. ® ❑ SEGUE TO BLOCK WK2) 3A6' TAPCON16 P.T. NAILER (MN GNAW SIZE J4S DOOR CASING MN HEAD SIZE 3" MN O'BEDMENT 1 V4') WITHIN 6' OP EACH END 4 W Or— MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO HOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" �111IIVDON TO BLACK +2 1/4" 2X4. SELIJRE TO BLOCK W/ 3K' TAPCONS (MN SWANK 612E JO MN LEAD SIZE •JOB MN. EMDEDMONT 1 LAW) WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. S®ECU O BLOCK W/(2) SAW TAPO" MN SHANK SIZE Jib MN HEAD 611E JOO MN EMBEDMENT I V4') OTNN S' OF EACH END 4 W Oc. MAX SPACING. 2X6, CEM SECURE TO BLOCK U12) 3116' TAF'..ONS (MN SHANK SIZE .Wb MN LEAD SIZE JIM 4 B' Oc. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 V2' DRYI114LL L I URED BE PO SOLID W/ 2300 PSI CONCRETE RE64ORC tlV !V RI VERTICALLY I'X4• P.T. NAILER IA6. CAB, X W MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB KZ - TO BLK DETAIL 2X4, 11110 SECURE TO BLOCK WMAW TAPCONS MN OR" SIZE .INS MR HEAD SIZE 300 MN EMIODI E4 1 V4') WITHIN a' OF EACH END 4 W O.C. MAX SPACING. 2X6. WCNE TO BLOCK WK2) SAS' TAFr." MIN. &RANK SIZE J45 MN WEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN S' OF EACH END a' CM 4 W OC MAX &PACING V2' DRYWALL 2XS, I'X4' SECURE TO BLOCK W(2) SAS' TAPP.ON& PT. NAILER MN SHANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MIN. EMMBEDMEIT 1 V4') WITHIN S' OF EACH END 4161 oc nAx s'4NC DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6WIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" @www 'Nn RL wx .►a" 2X4, 00 SECURE TO BLOCK W 3A6' TAFCGNS (MN. SHANK SIZE J46 MN HEAD 611E 300 MN EMBEDMENT I V4') WITHIN W OF EACW END 4 W = MAX SPAGMG. NOTE, STRUCTURAL 2X MUST BE 2X6. CW ON OUTSIDE 4 6ECNED BECUE TO BLOCK T13RCUGM NON-67RUCTURA. W(2) 3/I6' TAPCONS 3 AW TAPCCN MN 1-1/4' (MN SHANK SIZE .I.B WHSEDME4T INTO BLOCK MN MEAD SIZE 300 MIN. EMBEDMENT 1 1149 WITHIN a' OF EACH END a. C1U 4 W OC. MAX SPACING. VV DRYWALL 2XM 1=1 ❑ I'X4• SECURE TO BLOCK P.,-"LER UIN2) W*' TAPC.ON6 MN &HANK SIZE .Hb DOOR CASING MN HEAD SIZE 300 MN EMISEDN'ENT 1 V4') WTHM a• OF EACH CND 4 W O.G. MAX 8PACINITI NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER UK2X2d WITHIN a' OF EACH END 4 6' TO W O.C. MAX DOOR JAMB OR 11INIppU ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3" 0 R 10 amen � 2X4. RID SECURE TO BLOCK W/ V4' TAPCONS (MIN. SHANK SIZE J45 MM. HEAD SIZE 300 MN E WCtIENT 1 1149 WITHIN 6' OF EACH END 4 W Or- MAX SPACING. 2X6, cm SECURE TO BLOCK WK2)1/4' TAPCONS (MN SHANK SIZE .HIS MN WAD SIZE 30O MN EMBEDMENT I V49 WITHIN W OF EACH END 4 W OC. MAX SPACNG. 2X&. 1 SECURE TO BLOCK WW2)114' TAPCANS MN 61NANG SIZE Job MN LEAD SIZE 300 MIN EMMOME14T 1 1/4') WITHIN a' OP EACH END 4 B' OG. MAX SPACINCk v cN2J V!' DRYWALL 1'X4' PT. NAILER IA►'OAS. X 4'MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM Ab NEEDED TO F'LUMIB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 7/16" v� B TO BLOCK +9 7/IB" 2X4, SECURE TO BLOCK W/ V4' TAPCONB MN &HANG SIZE Job MN LEAD SIZE 300 MN EMBEDMENT I V4') WITHIN a' OF EACH END 4 W Oc. MAX SPACING. 2X6: WC3RE TO BLOCK WK2)1/4' TAPCONS (MITI. SHANK SIZE .14& MN HEAD SIZE 300 MN EBCDMENIT I V4') WITHIN W OF EACH END 4 W OZ. MAX 6PACR16. 2XI. &ELU1E TO BLOCK UO2)1/4' TAPI OWS MN 6WAK SIZE Job MN HEAD SIZE 3O0 MN EMBEOPOW 1 V4') WITHIN S• OF EACH END 4 W Oc. MAX SPACING. NOTE, STRUCTURAL. 2X MIST BE ON OUTSIDE 4 SECURED TWIIIIO GW NON-STRUCTURAL 3/16' TAPCON MN 1-1/4' EMBEDMENT INTO DLOCC L"—s a' Cm17' ORYWALL ❑ 4' A YXP.T. HLER I^' 1' P.T. X 4' MN r DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURE* DETAILS. NOTE, SHIM AS NEEDED TO FLUME, JM'B (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" Q--m— TO BLACK +3 3/4" lu 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebdesigngroup.mm L AA 4: 0003325 is o D a atMDIV. ae LWO . ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PROJECTRV 041 1. 4C-11121 DEODRU 4EHB "2605- HAYDEN" CARACE 8WINC: LEFT PACK: DETAILS %160 MPH ER C tI Lu DuDrr A,12/7/21 SCALE: 1/4"=1'-0" skmel7:1 D3 OLR1LD ..IIYO. R.A ®.DLD -4 O I--. M. A f. QaAN . FT. S .. CINAN . Pf. c OL fa.D I/lUlO . PT. A L CIiA... PT. 0 POW .6 ® L—.1 NMw.-A 10EAN. PT.• /. F"n. c DVSR M. 6 TLL PT. C Touow smom n AMN sma° tiMd. .IATa,lan NAL R%D. pQ an Co. i MCK X COAT CWIEW PLASTER ((RMid yr I c t C~ FL.46MM raw UPS LAYER •2. FORTFISER OuiLOW. PAPER tft" aLY) Nm LAYER % STLI= ~(IRM7 aLY) Arme�'iNm.w� ro�'a uw" NTHR wk" ® KICKOUT DETAIL m WOOD SHEATHING OR CMU WRES 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 LNJALi TAPE OVER ROOFL SCREED S'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAVER 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 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGW OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abdmlgngmup.eom AA #: 0003325 cc Ls! 9 Am is a c aUDDIV. ee vc ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PROJ=T* 04 Sl. 4C-11121 MODMIA 4EHB "2605-HAYDEN" 0Azew0] aVIDak LEFT PAO]: WALL ASSEMBLY DETAILS %160 MPH ER. C DATa 12/7/21 ]CALM 1/4"=1'-0" skim]" WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, 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 R103.1.1 / ASTM C-841-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH W SELF ADHESIVE OVER TOP 4 SIDES FLASHING WIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES FjB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 V SELF ADHESIVE- PLASHNG (INSTALL PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSE= FOR BOX INSTALLATION WIRE, LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JONTS AND INTERSECTIONS STEP #1 STEP #3 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER @, FORTIFIBER BUILDNO PAPER METAL LATH ,FASTEN TO WOOD 6TRUGTUR4L MEMDER • T' OZ. MAX 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MA6CNRY BEFORE APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 8' WIRE, LAYER 01, STUCCO WRAP WRB LAYER 9, STUCCO WRAP 9 APPLY 60 MN SEBRA14ER GRADE 'D' FELT MEMER4NE FLASHING ® OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) '1ETAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesWigroup.com AA #: 0003325 O a 12/7/21 1/4•=1'-O"A2 LEGEND DRAINAGE PLANE (WRB LAYER'01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1ro' XIP WALL SNEATNING SELF-ADHESIVE FLASPING - - - - - * 2 1/2'", CORNER BEAD (FASTENER 4 SPACING * 'I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-77"078 FAX: 407-774407www.abdesigngroup. AA #: 0003325 k p a a aumiv ae mon" ABBOTT PARK LOT #11 EILK. #12 PHASE: 4C PROJMT/ 04181.0 C-11 21 IWDaLe 4EHB "2605-HAYDEN" OARAGIC BWDfG: LEFT PAOa: WALL ASSEMBLY DETAILS 160 MPH E . C DATTM mT 12/7/21 OCA2.E: 1/4-=1'-0" sl aaT A3 Uom mEYOND wNSTROCTION WOOD SNEATHHM WEATWOR BARREN IIMMTIVE WEAmApomFTERRR RMSTIVE / \ �1f.' XLM &DM / / \ P-ARM PLASWblO RfJO ' f \ I BAARRIEE U"Twsa 1�erlvE STARTER STRIP / \\ \\. CARRIER I616TIVE ' DO NOT GAILY Ot I / \ \ \ &LASNS- RP4 6ALVb METAL PLASN1Yi 6AMMETAL•r R.ASHNO r LA I • X , SIMW.ATED em TRIM MEMBER G� — xof BEAL GLAP i \ \ •?, / OR APPROVED SEALANT QDIfdB QAGM SIDING TO STUCCO OQQAAQQ ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, 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 — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 4 h G AN Z tit D 4 sumiv. ae LOT. ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PIOJ=T* 04181.04C-11121 MOOR 2 4EHB "2605- HAYDEN" GAItAGE MaNf( LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH . C -E CAR U) BE TAKEN IN KEERNG THE VENT PRCPcRLY SHOWN IN A"GALVANEED USING I--' NAILS AT EACH CWNER. ROORNGCEMENT SHCLLLD BE AFPUEDTOALL SH—EDGES NEAR THE FIrMMT10Y IXRFR EDGEANCMCUNDTHEENTREi£RIMEIERAS CUT OLLTTHE GOOSENECK VENTOFENNGN-1— REE—ENOW IN SEVERE WEATHER COASTAL SHEATHING. SEETHEOPENING INACCORDINCEWRHTHE CONSTRUCTpN ZONES CHART SHOWN. IN THE EVENT A MECHANICAL. VENT FAN IS USED, SEE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURES RRNGCCNNECTION 1. UCTKNS. DONOTCUTNTOTRUSSES W RAFTERSWHENCURMGTHE OPENING IN THE RCCF �A RER'rnCa NTERFERNG SH NGLE NALS MOUND THE PERIMETER OF THE WEN ING SOTHAT THE NAIAIGRANGE OF THE VENT LAYS FLAT TO THE R—SHEATHNG.SIIJE THE TW AND SEE FLANGES W THE VENT UP AND UNDER SHINGLES. SHINGLESVENT FLANGES TOLAV qJ I I THESTHEBOTTOM WTHESTHEBE A A ROOF HOOD VENT DETAIL TEMPORARtY — POLO -UP A 69cm NOIm~ TOR CUT HOUSE~ TUCK RAP UNDER, AT 46• ANOLE At wAD MODIIED 11, OUT IJ4 N 1101RBtRAr i -' `- — IN AT JAMFOLD WAMPMM EAAP . NLL APPROVED HOIE6lIIAAtAP \ \ OVER SNEATIM6 O VIM UD &W WALL ft c" a -L no. TO EXtBDOR STEP 1 STEP 2 NALEMS RANN JAHSS 11 DRU FL AMBE FD1 I' BELOW aLL \7/\ PLExroLE FLAMBE DO NOT UAL BOTTOM ---� FIN STEP 6 STEP 7 NEOPRENE BOOT.` ASPHALT PLASTID CEMENT M0.DED MCUND BASE CF PPE MDOVEA FLANGE ALM FLA614M RV Nr. RDSE OF WILL MO. mc14ANhmALLy FASTEN FUNNED �eCAP SSTAPUN INSTALL DUPONT RID4~ AS T FLA6411461 AT THE PLUMBING VENT DETAILS ec#Az, Nre 01 ADFBNYI - DOBLE III V.R DRP CAP ECTD4RAP .auw WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS qqw 3S W IDE VALLEYFLASHING SON W HEAVIER FELT UNCERLAYMENT A—ALT ROOFING CEMENT 6" W CENTERLINE II 1RAFASTNERSN END W SH.0 xTENDENDSHNgI T EgST1TBE— vALIEY CENTERLINE ?— FROM VALLEYCENTERLNE ROOF VALLEY DETAIL SCALE, NITS APPLY DIN WU TO .a'AL, SEALANT RNDOMM JOINT, FLUID APPLIED RAiMm (LANDO YNIT.-SEAL RC-SI OR .auaLA SLOPE DILL TO EX um L IT 10 TM CONTACTOR! WSPON6bILm TO VERrr THE COMPATIBILITY OF ALL PRODUGT6 NGLIDN6 NOIS.LRAP. SEALAN7S A 6ELRADMBNdG FLAWIMS MATIMAL6 WED OUINIf 00146TR,CTIO1 2. MTALL ALL MATERAL6 PER MANIPACTUMM MITTEN 6PECFCATCNS 01 eEALANT6t MAY RNAGT ADVERSELY r NOT Ar6RL CLEAN AND SEAL JAMS TO SILL JOINTS, WITH DOW IM FOLLOWNG COMPLETION OF EXTEM01t RETROPIT WORK Nam R3PALIR BCNEME BHOUN SHALL BE rIPLEMENTED AT ALL WNDOM WITH EVIDENCE OF t1ATER NTRISION SELOW TIE WNDCW OPENING REAL INTERIOR PERRMETER OF WNDOW WITH BRiALANT 2. RAWNG AT EXTERIOR UN45MO AND 00011t OPBiN66 SHALL BE N6TALLED N ACCOMANCE UTN MANFACTLRER'S INSTALLATION NST110=0N6 AND APPROVED eN TFIOD U OP PBC WMA 11 U N ACCOMANCE UTN POMMATION MANFACUM" bOTALLATION AND R AWNS INSTRUCTIONS. WAIM& SEALANTS MAY R.ACT AOV.RS.I.Y P NOT CGTTATIBL _ WALL FLASHING INSTALLATION DETAIL (MASONRY) 6CALE, WO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdealgngroup.00m AA D: 0003325 y :lit NJ4 IPR LMDIV. A6 LOT: BBOTT PARK OT #11 BLK. #12 PHASE: 4C OJECT 4181. 4 - 1 21 MoDELA 4EHB "2605-HAYDEN" GA1tAGE SWING' LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA � 12/7/21 SCALE: 1/4"=1'—O" SKEET WA5 04 .--- ----- -- \ - r".J r '''1 ; 2x6 SUB-BANb W/i'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK DRIP EDGE P ------------------- -- '1/8' TEXTURED I \ I I/S (` FINISH • WOOD i \\ 1/2' TEXTURED ; \ FINISH • CMU / \\ \\ . METAL FASCIA WRAP Ya' FROM 1\ 1 .I / STUCCO, 1' FROM \ ` - - / 4 WOOD WALL \ \\ �-'EXTERIOR WALL (FRAME OR CMU) \ `\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ®FLAN A 1/8' TEXTURED FINISH • WOOD, I/2' TEXTURED PINION • cMU x MET L LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cm WR6 LAYER PI, x x x x x x I, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x WRB LAYER R, FORTIFIEER x x x x x x x x x x x x x - 6UILDIN53 PAPER' (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 7X6 8UD D,aND � �� CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FLAN 8 ONLY• FOR WALL OFF x ' - _'.1.11 SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, I. OFF WALL NOT INTO STUCCO) i— 1'1/8' TEXTURED FINISH • )WOOD, 1/2' TEXTURED FINISH • CMU \�2x6 SUB -BAND W/I'x4' NOTCH • 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 • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND Wl%'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x x x x x x xr4.r;... x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x x x x x x x x x x ,.. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL® WALL W /KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • 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. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY U41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774-4078 Www.abdesWngroupmm AA 8; 0003328 y c fill all sumly. 4 LOT. ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PROn=T/ 04181.04C-11121 MCDZLa 4EHB "2605—HAYDEN" GAFtA0Z 91WIxci: LEFT PAcsa: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C D A,M 12/7/21 sCAXZU 1/4-=1'-0- ar>�sT WA6 TE•1 I 4" CONC. b 01_0• TOP OF SLAB I K I c 0D 8'-0" 3'-8" SLAB 28'-2" r-4 ---� —_—'_ —FM-16x,8 _—_ _-----� 11 I I I 1A 10'.3" 4" PVC 1 1 CHASE Im wx i m ro #Q. m i i II�L I I Tt OF�p O SLAB a °D ^ w LLI N � U Li I `v CW12x12 �- „—L_�J -- �1 11 F-2 x24 Ij " n 11z of ~ b N II N8pjj Cl Y UP TO 2ND FLOOR I iid p (FIELD VERIFY I a 1M b EXACT LOCATION) 8 11wa. I#3TRANSFER 8ML N 24' O.C. MAX I y 1.1 1. N lV FIN. ELEV, Im _0'-0" r Cl 4 CONC.I I �FIN.CONC. SLABCONE. SLAB kI Ii a SLAB I 11 m 4' ILL IN a # 31/2" 1 LLI m — — _ _ _ — _FM=18x18 J FMC- 18x18 7'-4' 9'-8" 2 -10" 16'-0" 2'•1 1'_0" X I0 do - LL N 4 4 A5'15�1$ c iv 1. 1.1 8s Y N Y FOUNDATION PLAN SCALE: 1/4" = V-0" Moil] :ISIMIIs] 21:C•)1*� 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +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 1 /2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED VWTH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EINDICATES #5 BAR, EIDICATES #8 BAR, aDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS 05 = 30", #6 =38"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,OOCPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402802.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/802-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 13 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. I REMARKS 6x6 WlAxWIA—R GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION V14TH 30' EG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12, CONTINUOUS 10" (2)#Ss FM-16x18 16' CONTINUOUS 1S' - (2)#5's +0-0" FM-20x18 20' CONTINUOUS 18" - (2)#ft + '-0' FMC-1&18 16' CONTINUOUS 1S' - (2)#5's - VARI S CW-12xi2 12" SEE PLAN 12, - (2) #Ss - + 0"-0' CWCA202 12 SEE PLAN 12' - (2)#6s - VARIES F1124 24" 24" 12' (2)#6s (2)#6s TE-1 8" SEE PLAN 8" (1) #5's T /.S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoew4 roup.com AA #: 0003325 W a HIM O om auDDIV. 89 LAT ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PROJMCT* 04181.04C-11121 HODEIA 4EHB "2605— HAYDEN" 0ARA0E 8WIRM: LEFT PACE: FOUNDATION PLAN 160 MPH EXP. C n12/7. 21/4"=1'-0"1 ,�. MIN. EACH WAY MONOLITHIC FOOTING tt IN STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR AND _ CELL SEE PLAN FOR SIZE AND yr o SPACING REQUIREMENTS .�. SPACING REQUIREMENTS ' GARAGE DOOR RECESS o" D� �FM o 8" CMU WALL 8"CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR m a o. l IN FOUNDATION WITH 30' LEG EACH . I M. w . .. .. TOP OF SLAB >� I WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS o. TOP OF SLAB • MATCH AMOUNT OF CONTINUOUS BARS CURB FOR .. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1-STORY) #3 1S' • EXT. PORCH SLAB • SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (I -STORY) III'' '- a., •' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE f �:p MASONRY UNITS SET AT ELEV: WITISOLATION 6" CHAMFER -STORY) JOINT (WHERE • �� • � #4 24'• W/ 1/2" ISOLATION �•'� 6" CHAMFER 2STORY ( ) APPLICABLE) BEE SCHEDULE FOR WXD, BAR SIZE #5 3a JOINT (WHERE APPLICABLE) • i BEE SCHEWLE 4. FOR WxO, SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING h AND BAR QUANTITY BAR BAR DIFFERENT NUMBER OF CONTINUOU8 BARS PROVIDE THE LEAST � AND QUANTITY#7 NUMBER OF BARS (!e. 2 TO 3, PROVIDE 2 BARS), UNO 47' #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=7'-0 2 6CALE:34"=1'-0" @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: -'=1' a' (1) #5 REBAR VERTICALLY W/CONIC. a;N POURED CELL LAP TOP PLATE A MIN. OF 48" o a 8" CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY EIGHT mn g #4 REBAR @24" O.C. 0CENTER OF LAP TO OCCUR OVER STUD OF WALL PLAN SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING €a WALL W/ SYP No 2 STUDS SEE 5• II'-- I NEW REINF. BAR PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURED W/2-PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED $ EPDXY. MIN. EMBED SLAB W/1 Od MASONRY GALVANIZED PIPE S e", UNO NAIL 12" O/C �,. q• b W/FLANGE 0 BASE FOLLOW ALL MANF. = ADDITIONAL METRED. CONNECTORS NOT h I• 4" CONC., REINF. VJ/ m� SAL PECIFICATIONS FOR n "x6" #10 VV✓MA ON USE AND REQUIRED WHEN NO 1 ? z PREPARATION OF UPLIFT IS PRESENT. -MIL POLY ETHYLENE M 4- 4" HOLE' w VAPOR BARRIER ON a • I,I 1'-D' WELL -COMPACTED SECURE FLANGE TO rc SEE SLAB SCHEDULE '� v i .• CLEAN FILL TERMITE SLAB W(4)1/4"X21/4" O}' OS T REAMEN REATMENT SHALL BE TAPCONS Q? 70P OF SLAB 4 S . (2) CONT. #4 REBAR 4" CHAMFER (1-STORY) —q f 6"CHAMFER (2-STORY) •' q (2) #5 REBAR ON CHAIRS 4 2,000 PSF VIRGIN SOIL OR 95% En EQ. BEE E SC ED ULE 12" MIN. DEPTH INTO N COMPACTED SOIL FOR.BARZE SIZE VIRGIN OR ENGINEERED SOIL 7n � O AND BAR DUANTRV SLAB HEIGHT LESS THAN 3'S' PER PLAN ADDING BAR TO TERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION GY!�__: 5 - 6 S-1'-a' (NO UPLIFT) FOOTING W/ BLOCK WALL scALE:34'=r-a' 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 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT SECURE ST. PLATE TO 4� SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL 4 J CONNECTORS NOT ' 06 REQUIRED WHEN NO 8"CMU WALL 1D M UPLIFT IS PRESENT POURED LINTEL CON1T. (TVP.) 8" CMU FILLED CELL (TYP.) TOP OF SLABq' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING — 70P OF SLAB 1/P' DIA. SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND SEE SLAB SCHEDULE EXT. PORCH 6LAB 4" CHAMFER (iSTORY) q• q ' BAR SIZE 48 BAR DIA z q a M r q ' W/ 1/2" ISOLATION e" CHAMFER (2STOI2Y) #3 18' 18" O.C. VERTICALLY MAX JOINT (MERE • #4 21V — , q# APPLICABLE) MATCH STEEL q s REINFORCEMENT 8" PVC CHASE h PER SCHEDULE BEE SDH AR SI BIZE W FOR D, BAR THRU FOOTING #7 q2 e•' PVC CHASE THRU FOOTING AND BAR QUPNM ° MATCH STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FQR WVD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE (DILNT�ERIOR ALE:3/4"=1'-a' (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdWgngroup.com AA #: 0003325 2 O O a sxymly. ac Lo%l ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PltCJEQT# 04181.04C-11121 MODEIo 4EHB "2605- HAYDEN" GARAGE SWUNG: LEFT PACE: DETAILS %160 MPH W. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" = P-0" alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.com AA N: 0003325 24 y m 0 IL j [acrsanr ae LO ABBOTT PARK LOT #11 BLK#12 PHASE:4 0416104C-1 121 MODEL" 4EHB "2605- HAYDEN" GARAGE aMNG: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C DATM 12/7/21 aCMX: 1/4"=V-0" 8HZw s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK 1 - GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION 0'-0' FIN. FLR. TIE ERTICALREBAR TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA #3 iB' #4 24" MO #5 30° #8 38 #7 42" HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-P NEW REINF. BAR SECUREDW/2-PART ..] EPDXY. MIN. EMBED ] 8", LINO w FOLLOW ALL MANF. o SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. d d .d STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM OFFSET METHOD CONTINUOUS BAR81ZE 48BARDIA METHOD 94 24" HORIZONTALNERTICAL #5 30' REINFORCING (D_ 30 #7 47' SCALE: #5 BARS ■I a a§ CMU UNIT DIMENSIONS � ARE NOMINAL SIZES MASONRY SYMBOLS STEEL REINFORCING IN GROUTED ssom CELL SEE PLAN FOR SIZE AND < SPACING REQUIREMENTS 5a 8" CMU WALL TOP OF SLAB _ q TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA ° W/ 1/2" ISOLATION e" CHAMFER (2STORYI #3 1S, JOINT (WHERE f #4 24" APPLICABLE) i MATCH STEEL #S 30' a REINFORCEMENT 38" 8" PVC CHASE THRU FOOTING N PER SCHEDULE '6 #7 42' 8" PVC CHASE 7HRU FOOTING MATCH STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTRY PVC CHASE FOOTING O��.ITHRU ALE : 3/4"=141 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdefigngroup.eom AA #: 0003325 m a O Ila aulwiv. & LOT: ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PRO"=T# 0418 . 4C-1 12 MODZU 4EHB "2605-HAYDEN" OARAOs awtNO: LEFT PAGE: DETAILS 160 MPH EXP. C DA& 12/7/21 aCALE: 1/4"=1'-0" aHMET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 11/Z' 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/Z' 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. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 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 Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8638, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK 1O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.O. = 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 (Psll IZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x18 (1)#5 (1)fl5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (14 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4 = 1'-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdeaigngroup.mm AA #: 0003325 h e a a xa O 6 StMDIV. to LO ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PROJ=T# 04 1.04C-1 121 UOD&7. 4EHB "2605- HAYDEN" GARAGa swt1,10: LEFT PAGTE: FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH EXP. C 05 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK — /�■ ow sss� CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL 80 AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP VW' 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�c 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 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'h18" b S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM �•": COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. o WIDTH —1 OF #5-S, IN 2ND BOND BEAM COURSE e? B NOMINAL-�� HEIGHT # OF 051S, TOP 16-1T/17.oF IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/l M,OB INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM AND XFXX-1TAM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- ITH MIOS INDICATES A LINTEL DOUBLE BOND BEAM ABOVE UNFILLED WINDOW A. PRE-CAST•31/4" "d WINDOW SILL Z g SLOPE m TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER 1 BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" Sx16 DBL BOND TO BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF :: W/(1)#5 BAR .y�: 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) 95 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY GPE"'NG-2 BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE L SCALE: LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS r..e PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114"18" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4")IT ' FROM EACH END AND 18" O.C. MAX. MIN 1-14" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE .146 MIN HEAD SIZE 300 MIN EMBEDMENT i 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END EMBEDMENT OSB SHEATHING WALL RCHWAY FRAMING DETAILS 5 SCALE: 314" WOODSM110111 FABTM WACWB d. -2" MIN, 2 }" MAX %=2t"MIN, WMAX W214 s, =1 �' MIN, 2 }' MAX ea = }' MIN, 2 �' MAX d. =2" MIN, 2 t' MAX ;=2-'MIN, B"MAX M72 s, =1 J' MIN, 2 J' MAX a=}"MIN, 2}"MAX d. =Z' MIN, 2 t' MAX c. = 2 t' MIN, 8" MAX "MIN, 2}'MAX t' MIN, 2 ?'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ... ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN .,. ALL NAILS PENETRATE ALL LAMINATIONSANDATLEASTI }'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS INA ROW s = SPACING BETWEEN ROWS OF FASTENERS Po =EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 I'I FAX: 407-7743078 i, www.abdesigngroup.com AA #: 0003325 J W O C aUDDIV & LoT: ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PROJNCT# 04181.04C-11121 110DRU 4EHB "2605- HAYDEN" GARAaa ewixa: LEFT PA0ffi: DETAILS 160 MPH EXP. C r ANK-. 12/7/21 CAM 1/4"=f-0"mjmvr S2.1 N "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 MOB 18-1T 1T 1T/O 1TIN -1T/06 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8.1T 8M6.1T 8II01T 8R4.1T BI2B-IT 8132-1T 818.16 18.1T/1 MIT/Is 1TI1 1TN8 -1THB 8/0.2T amw Bre6v &24.2r era v ew-2r 3' 8" PRECAST 1438 962 3114 4217 5321 6428 7691 3' 43" PRECAST 689 1024 3' 8' PRECAST 1560 3524 4364 620 0132 7001 2466 6113 6385 7708 9031 1D000 1569 3524 4394 ISM 0132 7001 4'4r PRECAST 1085 700 2806 3126 9946 4786 7 4'-0" PRECAST 514 763 4'-0" PRECAST 1383 9080 9815 4670 6825 6079 1961 6113 7102 SON7627 8751 1363 3000 3815 4570 5325 6079 4'-8" PRECAST 819 533 1770 2400 3033 3888 4300 V4r PRECAST 398 591 4'-0" PRECAST 1207 2562 3375 4043 4711 5379 I= 5743 7647 8752 W41 7588 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1909 25B0 3123 387e0 88 4249 4' PRECAST 411 411 5'�" PRECAST 1016 1e08 2374 20" 3613 4064 1319 4480 7196 7342 8 am5' 1016 227e 26M 3309 3981 4084 5-10" PRECAST 817 1024 1631 2090 2649 3009 3470 5'-10" PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 1161 3003 BUT Bose me � 999 2oeo 2503 3107 3820 4133 8'8" PRECAST 892 1139 3227 3031 3707 4383 5061 PRECAST 410 721 8'-0" PRECAST am 12D1 1578 IN 2332 27M 1139 SW ON 7054 10000 son�� Bu lase 2329 2780 3261 3712 T-0" PRECAST 1 9N 2408 2205 2006 3191 T 8" PRECAST 309 534 T$" PRECAST 718 900 1181 1482 1743 2025 as � 3406 4864 7057 6472 727 1624 2025 2426 2827 3229 W-4- PRECAST 428 $33 1603 2204 2481 2818 2621 W44 PRECAST 192 384 9'4" PRECAST 454 BIB 767 948 1129 1310 030 1074 2200 3081 4099 460 672 1318 1643 1980 2164 2519 10-0' PRECAST 388 407 1247 1767 1904 2163 20 10'-8" PRECAST 151 301 10'-0" PRECAST 356 40 612 755 899 1042 560 1407 1ee7 2781 3222 3704 504 1180 1472 17es 1710 1900 11' 4" PRECAST 330 644 1312 1742 2262 28Ba 3830 11' 4" PRECAST 132 417 11'�I" PRECAST 430 406 530 653 m an 644 1312 1742 2252 2888 3562 468 1042 1372 1843 1470 1710 12-0' PRECAST 308 507 1210 150 2D48 25M 3191 12'-0" PRECAST 111 370 12' 0" PRECAST 363 306 470 887 ON 783 507 1210 1696 2048 2688 3171 140 940 1300 1580 1314 1478 13' 4" PRECAST 270 433 1045 1305 1732 2157 2535 13'-4" PRECAST 82 298 13' 4" PRECAST 306 303 303 484 575 645 414 1046 1385 1732 2318 2606 308 1 7e0 1057 1312 1071 1203 14'-0` PRECAST 254 388 978 1272 1608 19ee 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 272 278 39D 443 626 am 300 B78 1272 INS 1960 2388 378 T17 901 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 306 m 745 BE 458 1079 1429 1824 2V7 2712 240 w YOD 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 864 793 412 1014 1340 1703 2118 2518 230 616 we 1134 1363 1 1572 iT-4" PRESTRESSED N.R. NR NR NR NR NR NR 1TaF" PRESTRESSED N.R. 183 1T�4' PRESTRESSED 167 328 388 451 597 690 300 we 1121 1413 1730 2047 192 506 720 501 1135 1312 19 4" PRESTRESSED N.R.19'�" NR NR NR NR NR NR PRESTRESSED N.R. 148 19'�' PRESTRESSED 162 206 348 430 613 6415 295 738 959 1200 1487 1716 tee 429 829 eoi 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21W PRESTRESSED 142 219 so 3e1 464 627 180 see 833 1038 1168 1489 142 373 637 090 BIG 943 22'4" PRESTRESSED N.R. NR NR NR net NR NR 22,-0 PRESTRESSED N.R. 116 2r4r PRESTRESSED tar 22B 200 359 ate 497 IN NO 784 992 1203 1381 137 358 513 869 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR124 u'-0' PRESTRESSED N.R. 91 [24�� PRESTRESSED 174 245 302 300 418 129 450 654 $24 1014 1u7 124 319 455 1 581 087 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'3 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 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.eom AA 4: 0003325 4 9 8 d c o a lot 4 stnmlN. ati IAT. ABBOTT PARK LOT #11 BILK. #12 PHASE: 4C PR0J=T# 041 1.04C-11 21 MODEL: 4EHB "2605— HAYDEN" GARAGE sWrsNO: LEFT PAGE: SAFE LOAD TABLES 160 MPH XP. C 3 DATE: 12/7/21 scALE:1/4"=1'-0" sitEET S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW (9)10d x 1 IQ" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A 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 NTH 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. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/UPLIFT IN EXCESS OF 2500 LBS SHALL BE FABRICATED W/ A 2xe 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 TRUSSTO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. II II II n II It II 11 11 11 II 11 II 11 II II B II II it II II II II II II II II n n u u u u u u u u u u e u II II II II II II II II II II II II II � 11 II 11 11 II 11 11 11 11 II II II II II�(II II' — Ile I1 1111 11 a 11 11 �11 11 11 It it It n n n u u u u 0 u u II II 2X4 WOOD WA'LLVW II II II II II II II u 11 11 SYP. NO2 STUDS 11 II It II II 11 II 12" O.C. II II 0 II I WALWDDD II II II II I� II SYP. NE / n u n n 11 a uTUS(12 u u Vim/ 11 II II N II �II II 111rSo.Dc. II III IIn II II II COLUMN SCHEDULE �� I I � 4 1 � 1 ��1 DB11 L STUL III �� D elm 8 SAW PLATE OR 11 ' 1 11 1 I I MARK pEgORIPTION REINFORCEMENT REMARK II II II I II 2" 4 WOOD II 4Xe (3 Yx"x5'/x") SYP, HTT4 W/5/8" DIAx 5" I PROVIDE DRAFTSTOPPING WALL W/ DBL. WD-1 PT., WOOD POST EXP. BOLT SB3 to ALONG THIS S TOSTUD O2 LIMIT AREA TO 1000 S.F. EACH JOIST JOIST II I II II — ER FBCR II II 11 11 I II U 11 r-------- FIRE L- — — — — — — — —1 3M" SUB FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS III 3/4" PLYWOODI DRAFTSTOP III PRE-ENG. FLR. JOISTS TI I 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS II II II II II II II II II II II (' II II ii II n II u II n II II II u n II u u �� II u u II II II II ,m II II II II II II II II II II II II --- 5--------------CJ1E Itl pl PRE"FABRICA�RAOR JOISTS a 240.C. --_—_— / \ II Lqi14 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST BAH TO CMU WALL WI 88AP80N LOW46408 Wit (4)VxP TITEN HD ANCHORS AND (4) Y" x 2)V $06 80REWS TO SM1 44 a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003325 [ITS s� a O Will 6 [81TJSDIV. d]#12 ABBOTT LOT #11 BLPHASE: PRO"=T# 4 1, 4C-11 2 HODEIA 4EHB "2605—HAYDEN" GARAGE BWDtG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C if ENGINEERED WOOD TRUSSES 4B(l) D SHEATHING, SEE Q 24" O/C, SUBMIT SHOP ALL/FLOOR " DRAWINGS FOR REVIEW G A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL R SCHEDULE" • # 1100 UPLIFT SIMPSON (9) 10d x 1 i' NAILS TOTRUSS PLYWOOD SHEATHING SEE (1) SIMPSON HETA16 HTSM20 W/1010d TO 842) SIMPSON HETA16 TRUSS ANCHOR WITH "RCOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4)1/4" x 2 1/4" (12)16d x i ' NAILS TO TRUSS SHEATHING (9)10d x 1 z' NAILS TO 8", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, X CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDO✓uN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX TO 18) 10d x 3 NAILS TO GIRDER AND NOTE: A PT SYP #2 2' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS ( t 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS, OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ IOd NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12)16d x 3 �' NAILS 70 GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1W x 2 1/4" PH: 407-7746078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407 774-0078 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS P60N LGT3-SDS2.5 GIRDER 7IEDOVMJ CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. �'x 5"TITEN HD TO CMU AND (12)SDS W W W.abdosign1group.com 2x SECURED W/ (3)16d O GIRDER AA N: 0003325 GALV. COMMON NAILS. ENGINEERED WMDODPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) SDS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 17, O/C FOR REVIEW SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWMS WTH AND APPROVAL 2x SECURED W GALV. COMMON NAILS.3) 16d NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS i x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1� O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN, A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) 2" COVER & 7APART B ALLOWABLE UPLIFT = U:2385 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT = 88M LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF 3 SCALE:34"=1'-a' 1a 1b 1c GIRDER CONNECTOR(S) SCALE 32aS2b S2c GIRDER CONNECTOR(S) 8'-0" MAX IW/1X4) OR 10'1Y MAX(WW(4) T JK 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION H I MAY NOT BE b 0 l PER ELEVATION PRE-ENG (JOIST SFf:11RF I_.IMST Tlt T!)P PI ATF TA12 20 GAUGE4500 10dx12 HDG COMMON NAILS. EACH END TOTAL OF 10 \W1' � 1lIM0� IL CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2) 12 DIAL. //��-- 2.4 BLOCKING BETWEEN2 BRACE W/ A 12d A EA T: / TRUSSES WHERE TRUSS (DIAG. BRACE TO / X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING ) ` \ IA v W i 3/4"WOOD PANELSBTM. 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER _-- _ -- _ -- _-- _--- `-5/8"GYPSUM BOARD OR I2"HIGH _ - _-- - - - - aF..mo/ W (2) 12d TOENAILS 0'-0" TO 30'-0" (1) "X' BRACE STRENGTH CLG. BOARD 30'-1" TO 80'-0 (3) "X' BRACE SECURE Zx PT PLATE O DOUBLE TOP PLATE LVL/(JOIST WITH (1) "X" BRACE 0 CENTER 70 BLK W/ 12" PLATE BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2.4 OR 2.6 WOOD BEARING 1x4 BTM. CHORD BRACING RA O/C END WALL CO OTHER STRENGTH EPDXY 8" WALL W/ SYP Na 2 STUDS SEE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA MIN. EMBED. AT 3T OC PLANS FOR SPACING SINGLE 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL PROVIDE BLOCKING MAX BTM. PLATE TO BE PT. COMMON NAILS AT EACH CHORD PROVIDE DBL. TOP PLATE 12" GYP. WL. BD, INTERSECTION TVP. P.T. PLATE W/ 12cN &' PRE-ENG GABLE TRUSS SECURE GABLE STIFFBACK (AS PER O.C. MAX ( - � BTM. CHORD BRACING TRUSS ENG) CONT 2x4SECUREDW/ BTM 7NDI0�6 SECURE BT. PLATE TO HTT4 W/ IT'A. WITH 0 SCALE: 3/4'"=1'-a' TO BE INSTALLED @ EACH SS 4500 3/4" WOOD PANELS SLAB W/10d MASONRY NAIL MIN. 7" EMBEDMENT 12" O/C STAGGERED. TO SLAB & (18)16d x 10'-0" O.C. MAX. 8000 (2) 12" WOOD PANELS ,11 ADDITIONAL METAL 2-112" NAILS TO POST. , 60 (2)12"WOOD PANELS CONNECTORSNOT POST TO SIT DIRECTLY f'1 PERPENDICULAR TO I -JOIST 90 2x LUMBER REQUIRED WHEN NO ON SLAB t 1 (2) 2X72 - UPLIFT IS PRESENT. 24" MAX. W/ 2P MAX. WI Mnx. tN -" SEE SCHEDULE FOR OF SHEATHING W018T wolbT 6PACINo FROM BOND BEAM REQ. ae SEE FRAMING PLAN TYP. TYP. LEDGER xL� +T e END OF P I` �"" m a•,. • ' .• • LEDGER •IT. 4'• f • v ••e. • BOARD < Y. 4 �2 9 (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT 'r LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR .w. I -JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"WASHER&512" LEDGER BLOCK WALL W/ GABLE END SCALE: S SCALE: 3/4-a' WITH (JOIST N. EMBED. (TYP) 7 (NO UPLIFT) PRE-ENG'D TRUSS SCALE!34"=1'-a' PARALLEL TO I -JOIST (2) 2X8 2P MAX. W/ 2r MAX W/ W MAX. END SYP. P.T. OF SHEATHING (JOIST (JOIST SPACING FRONT I:y SEE FRAMING PLAN TYP TYP LEDGER END OF w LEDGER w ?y z b --NOTCH DEPTH 1/4-D d • • BOARD o ,L, 2XB SYP P.T. 1/4"XB"TAPCON sy '°� THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE>5/8' s HOLE DIAMETER LEDGER BOARD TO W/3"MIN. EMBED REAR aysDiv. ae LAT: ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C P1tojmcT:y 4181.04C-11121 MOD1QL- 4EHB "2605- HAYDEN" OARAOa STaNG: LEFT PAGM: DETAILS (I -JOIST) 160 MPH EXP. j <2/5-D SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 1/3OF TO (JOIST FOLLOWING c'H SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. HOLE EDGE >5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS IIIQQQ®®®��/// — A- SIMPSON IUSI.11118 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-8CLT, 5" MIN, 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS �y)yily��/j EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN @' O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES 1 I I I B - SIMPSON IUS2.37116 G < 1400 LBS. U < 70 L8S W/ (2) 3/41° WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND "I EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE I l� C- SIMPSON MIU3.58/16 G < 2900 LBS, U < 210 LSS W/ (4) 3/4"WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO -[ A SIMPSON HIOAOR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, FI, AND F2 1 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE J MARK 612E BOLT SIZE MN. BODIBTAN12 C9RNILWACNIS BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1810 LBS W/(8) 3/4'" WEDGE-BOLT/J-BOLT, 6" SUBJECT TO F1 AND F2 FORCES. PLATE < 3/5-D DBL STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 q DOUBLE SYP 2x8 1 114 1 8" 24" O/C MAX B DOUBLE SYP 202 1 (2) 31,V 1 8" 24" O/C MAX E - SIMPSON MIU4.75/18 G < 3455 LBS, U < 210 L8S W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. NO FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 1W EXP. BO.7/J-BOLT/TITEN BOLTS D TM 12/7/21 W/ 5-12" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS MICA=:1/4"=1--0" AND BORING LIMITS ATTACHMENT DETAIL WOOD LEDGER DETAIL I -JOIST ALTERNATE MATERIALS e� 8 SCALE:11/T=1'-a' SCALE:3/4"=1'-O" 1 O a S3. 1 A SCALE: 3/4"=1'-a' SCALE: 3/4"=1'-a' SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON HIS W/ (8)8d COMMON Nan S EACH END WOIST LVLJ PLATE STRAPS W/ 10d x i 1/2" HOG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' 8" CMU WALL REINF. PER PLAN PER ELEVATION PER EL V iou 20 P.T. CEILING NAILER W/ MASONRY NAILS @ 12" O.C. iX2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN #S WOOD SCREWS DEL. 2X8 SYP #2 LEDGER. x 2" LONG @ 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10153.1A CENTERLINE —j" X 6" TAPCONS 6" CMU WALL ��\ //-3/4" AS SHOWN REINF. PER PLAN \ ,,. / PER ELEVATI IJOIST (SEE' IJOIST (SEE FRAMING PLAN) E PER ELEVATION FRAMING PLAN) N $V z'7 (2) 2x4 P.T. W/ DBL 2Xi2 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.Ik @iT O.C. 1X2 FIRE -STOP .. . SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS BL O.C. G STRAP TRUSS TO PL PRE-ENG ® PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRU NOT SHOWN FOR CSS (TYP) 24" O.C. LARITY) MAX 2X4 DIAGONAL BTM. CHORD PERPERE EVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PIATETO ELK W/ TRUSS PLAN TRIM TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 112" DIA. ANCHOR DOLT W/ 7 A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO 2 WAS SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO W P.T. U < 1420 LBS W/ (14) 1Od BELOW FOR PLATE W/ 12d's S" O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • o• PROVIDE BLOCKING 'o' 8 MPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2) 10d's EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/7 TRUSS TO BE INSTALLED @10'-0"O.C. MAX 10d x3" WASHER SET IN HIGH STRENGTH .1 TRUSS/WOOD POST CONNECTIONS EPDXY 5-12" EMBED. MIN. @ 16' I OG� 10b OCi SCALE 3/4"=1'-0' OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL TRUBBTOPOBrCONNECTION 0 SCALE: 'J4"=1'-0' 'a• A - SIMPSON MTS-12 U < 990 LBS W/ (14) 1Od GALV. NAILS. • • 8-SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4585 LBS VCT TO TRUSS W/ (18) 1/4" %3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10) 1/4" X 2 12" BOB TO POST 9a _b TRUSS CONNECTION OBTTAB 1 L.B.W. POSL SCALE: 3/4"=T-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,8W W/ 5/8 DLA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,555 W/ 5B"AB. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326_._. J i 0 LiL. k w f 0 w aLTaDIV. dt X`02 ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PROJ=TN 4181.04C-11121 HODEI4 4EHB "2605— HAYDEN" GARAGE aTIIMFO: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C 1 t r12/7/21: 1/4"=1'-O"3.1B SECOND FLOOR DECK PLAN SCALE: 1/4" = P-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdeskgngroup.eom AA M: 0003325 h w i a 66 C O avaniv ae LOIN PARK LOT #11 BLK. #12 PHASE: 4C P1ton=T# 41 4C- 1 21 xoDsu 4EHB "2605- HAYDEN" 0A1tAGE BVI NG: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C DA tNT 12/7/21 9CALE: 1/4"=1'-0" SHEET s4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM:407-774.6078 FAX: 407-7744078. 37'-W www.abdosigngroup.com AA M: 0003325 33'$" 23'-4" 1,'-2" 2'-4" 8 2 !o 9 Y iy N lh N v <V N a i(N 4 n I 3t4" I SECOND FLOOR DOWEL PLAN SCALE: 1/4" =,'-0" G O SL DDIV. a LOT. ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PROJWT 4181.04C-1 12 MODEL, 4EHB "2605- HAYDEN" 0AXA0E BWXNC►: LEFT PACE: SECOND FLOOR DOWEL PLAN %160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ i Od 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 PBS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0%0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK scmp� � REMARK 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / 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 (�) SIZE WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8.16 (1)M5 (1)I'6 N/A GROUTED SOLID 882 MASONRY 3000 8.8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ---------------------- -------------------------�� 8F8-iT/OMME1 8F8-iT/0MDB 8F8-1 T/OM/OB 1 1 ♦♦ 2 ; i `♦ ♦ I ♦♦ 4* 4# 1 1 ♦`♦ GT 1 U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1T-4" 1 j -♦ 1 ; %% `♦ ♦ op 1 1 8F8-1 B ,♦ 1 I 2' 1 I --------------- �1 I-----------i SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.mm AA M: 0003325 h m 9 A Dw M 12/7/21 BCA=: 1/4"=1'-0" BH> = s5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT ____TYPE LENGTH BUS &S-05 18-+ IT +Troll 1Tro8 IMI—M TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH S-1T 8n8.1T 8I20.1T eru.1T ane-1T e11s2-IT el8.1B 6.1Tn 1VI 17n 1Tne tTne els.2r 0118.2T 8120.2T W24Z 6120-2T &W-2T 3' 8• PRECAST 1438 962 3114 4217 6321 6428 7531 3'-0 PRECAST 889 1024 3' 8" PRECAST 16e6 3524 4304 5263 6132 7001 y� 0113 6965 770E 9031 16000 1569 3524 4304 5203 6132 7001 4'-0' PRECAST 1085 700 23M 3126 3m 47e6 6667 4'-0" PRECAST 514 763 V4)" PRECAST 1303 9080 3516 4670 6326 e079 1961 e11s 7102 am 7e27 8751 1303 3000 3815 4670 59ffi W79 4'4r PRECAST 819 sm +770 MOO 309,9 300e 4800 4'-8' PRECAST 398 591 4'-8' PRECAST 1207 25B2 3375 4043 4711 6979 1826 6743 7647 0752 U41 7685 1207 2707 3376 4043 4711 6379 5 4' PRECAST 931 1247 tees 2560 3123 3688 42W PRECAST 411 411 5' 4" PRECAST 1016 low2374 2944 3513 4094 isle 44W 7196 7342 5780 am5-4' 1018 22M 28M 33M 3961 4084 V-10" PRECAST 817 1024 1631 2090 250 3009 3470 5'-10• PRECAST 340 339 5'-10" PRECAST ON149e 1971 2443 29+5 33B7 1181 3893 5877 am me e77g 928 2090 �g 3107 3620 4133 8'-0' PRECAST 1130 3227 3031 3707 4383 5081 8'-8" PRECAST 410 721 8'-8' PRECAST us 1201 Ism1968 2332 z70B 1199 32U 4506 7054 10000 e8•es 835 tees 2329 2790 3251 3712 T-0' PRECAST 570 998 2498 2206 2W 3191 3e� 7'-8' PRECAST 303 534 T 8" PRECAST 710 90o 1181 140 1743 2025 938 2408 NOS 4964 7067 e472 747 1824 2028 242e 2a27 3226 9'-" PRECAST 428 e39 IM =4 201 2619 2021 g4" PRECAST 192 384 74, PRECAST 484 as 787 948 1129 1310 e39 1074 22M 3061 4099 400 572 1318 184s 1969 2164 2619 10'-0 PRECAST 388 487 1247 1767 1904 2103 2028 t0'-0" PRECAST 151 301 10.8" PRECAST 368 468 612 Too an 1042 550 1407 lee? 2781 3222 3784 504 1180 1472 1 +783 1710 +see 11'�" PRECAST 330 5" 1312 1742 2262 2888 8e30 11' 4' PRECAST 132 417 11' 4' PRECAST 430 400 so 063 777 $72 SM 1312 1742 2282 28e8 3662 4e8 1042 1 18M 1843 1470 1710 12'-0' PRECAST 308 507 1210 198 2048 2586 319+ 12-0' PRECAST 111 370 12'-0' PRECAST 983 30 470 07 e98 783 507 +210 1699 2048 2w 3171 440 940 1800 1680 1914 /478 13'�4" PRECAST 270 433 1045 1386 1732 2157 2636 13'-4• PRECAST 82 298 13' 4' PRECAST we 303 303 484 575 645 414 1046 1366 1732 2318 2 396 7a0 1067 1312 1071 1203 IV-0' PRECAST 254 366 979 1272 IWO 1988 2279 14'4' PRECAST 71 293 14'-W PRECAST 279 278 380 443 as BOB 300 979 1272 ion 1950 yip 378 717 eel 1192 975 1133 PRESTRESSED N.R. NR NR NR NR NR NR 14'4PRESTRESSED 8' N.R. 283 14'48' PRESTRESSED 230 422 508 d?6 746 e86 458 1079 1429 1824 2277 2712 246 m 980 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 15'4' PRESTRESSED N.R. 252 151-V PRESTRESSED 224 367 464 574 084 79s 412 1014 1340 1703 2118 2513 230 ate 908 1134 1353 IBM 1T-4• PRESTRESSED N.R.300 NR NR NR NR NR NR iT-4' PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 328 366 451 587 680 me 1+21 1413 1739 2047 192 508 720 601 1135 1312 19'�' PRESTRESSED N.R NR NR NR NR NR NR 19'�' PRESTRESSED N.R. 148 19' 4' PRESTRESSED 102 2e8 348 43D 513 595 235 736 950 1200 1467 1718 166 420 623 e03 960 1088 21'4" PRESTRESSED N.R. NR NR N2 NR NR NR 21'-C PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 210 308 361 464 527 180 596 833 1038 1166 1466 142 373 637 ego 816 943 22'4' PRESTRESSED N.R. NR NR NR NR NR NR 22-V PRESTRESSED N.R. 118 22'-0' PRESTRESSED IV22e 200 369 428 497 185 560 784 902 1203 1361 137 368 513 e59 T79 900 24'-W PRESTRESSED N R. NR NR NR NR NR NR 24,-T PRESTRESSED N.R. 91 24%W PRESTRESSED "- 174 248 9— 360 418 -ALL VALVCO IA11C17 AO I rIC LCOOCR rRUM OArC LUAU IADLCO 17T 14U11LI1 T GV 10 GUI I n , LV 1 I O M/1T W 10 WI 111,111 ' rRCVA01 rRVYVV 1 O oT V, rwm,, I V 01CC 1 VR CmUCCV YALVCO O1A1 CV A vC 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 ] I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WwW.abdwlgngmup.com AA #: 0003325 8 0 3 4 sunDiv. ae LOT: ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PRO"=T111 04181.04C-11121 MODMIL4 4EHB "2605— HAYDEN" CAXACE awnTa: LEFT PACE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON Hi DA 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 CASTCRETE, 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2xe BTM. CHORD (MN) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS 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 TOA STEEL COLUMN. MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK sLZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT VYD_1 4X8 (3 Yz"x5 Y") SYP. HTT4 W/5/8" CIA x 5" 5/S31A PT., WOOD POST EXP, BOLT ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 'd N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesWigroup.eom AA 5: 0003325 J 4 Y O StnoDiv. SakeLOTI ABBOTT PARK LOT #11 BLK" #12 PHASE: 4C Pnon=TAI 4 .04C-11121 MODEL" 4EHB "2605- HAYDEN" GAP-40E 9WENG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C ,t AA No DA�TIL& 12/7/21 SCALE: 1/4"=l'-0" SHEET SV ... -END >___" HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF 168.00) ZONE 3 = 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 3r = 91.70 PSF (101.70) ZONE 2, - 76.60 PSF (86.60) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: ISO MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (4Of20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS(MCO.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI/IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILESTR. SHANK ASTM 10d RING SHANK, 21/7' 0131 F1667 170,000 RING 1 6-20 RINGS PER RSRS-03 Bd RING SHANK, 2 3/8" 0.113 SCREW SHANK INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 112" COX OR 7/18" O.S.O. PLY WITH 8d RING SHANK GUN NAJLS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'OC. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ZONE 1: 10tl NAILS ®4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2E 10d NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3E 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD WM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAME G 4'OC. .. TOP 8 BOTTOM EDGES .. M z, ha RAFTER OR TRUSS ROOF SHEATHING Z O _O 3 m I� BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NM'. GABLES -DROP GABLE END & (1) ADD-. DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER WI BLOCKING C 16"O.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANKGUNNAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ .'2' DECK SCREWS 0 S"-8" O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS OENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33)C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION KITH JOB SPECIFICATIONS AND Wow:ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETEFXPOSm TO EARTH ORWFATIER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCA 2020, 7th EDITION ALL E%POSEO EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD - 1100 PSI AND A MODULUS OF '= FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6- PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 9LPLi50NGROUND WINERE INDICATED ON BARRIER EMBTAP NE VA ELASTICITY1,400, DDO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS SEAMS LAPPED 6INCHET AND OR' PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRLCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SWILL 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 FORMAORK. CONTAINS MORE THAN IW OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER F13CR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. I THE STRUCTURES DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WRE MESH, SHALL BE ASTM Al DSUA1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: TFE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SWILL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED W TH 2' CHAIRS SPACED T-O.00, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. T s A DO NO TALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: • CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036` AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815AG15M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOAM: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.HORIZONTAL JOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION' FOR METAL-PLATEDATIONS ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Oaf ISTANDARDS AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED FOR I 20 p9f TOP CHORD noncancu0ent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 46 BAR - 36" WOOD TRUSSES. 10 pBf STM CHORD non-con-t #5 BAR - 30" #7 BAR - 47 TRUSS MANUFACTURER W U. PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, 3 AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 OR LOW 88 19 WND DEAD LOAD SPEED=180 MPH 3-SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY II) N RE NFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20p.f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40p3f, GUARDS AND HANDRAILS: 200pf#, GLWRD INFILL COMPONENTS: 50pet, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOP0,, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pd MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPUANCE WITHTHE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL 3l1PERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT All SHOP DRAW TUGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING CBOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WI DRANGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM PINNING ONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WA SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pe,, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDATTHE 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 SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 215DO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5P4- PRIOR TO TIE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, NIXING, 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 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EPOSEDTO EARTH(FOUWATIONS) B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2pFOR #5 AND SMALLER 1PFOR #6 MO LARGER C. FOR CONCRETE NOT EMVSEDTOWEATHER 314" FOR SLABS, WALLS AND JOISTS 140FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M, Fy =36 W FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy = 48 ku. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE-R LED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SMALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J430LTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIG,TION S. tYPE SPACING REMARKS APPLICATION .1. TYPE .PACING RE.- IYtPTNRRINO7b MASONRYICONC. CASE HARDENm LdL NNL 11/YLONG. 60G GMAgE POOR 9ld( TOIMBOMY/TONG. 114"gA NO WASHER iAPCON MA9JNRY FASTENHI 6°OC f 1l2"EMBER.. 1"FNRg3i, itR'EDGE DIET. SOD, AL. FXT GOOKS HARDI-DCOA I_ WWOOWIDOORIFAarEN® G EDOOR BIKK G#"qA OR E%PAN910N BOLT 18"O�O IYY DUA f"EMBED.. d"PDg6T, 1. PT, SEEN S -111?LONG . STAOG ER® INTO NASDM2YxxlNL. TO IMSOMY/WAC. w/wA91EA 24"O�C(I2'DV� 3"EDGEOISi. wlNDow IB.1cK LASE HAMD COIL 11- WINDow'DOORIFASTMSO TAL IITl CON ACT THIS ENGINEER FOR SPACING 1v PT.SEENOTE6 NNL I III LONG. STAGGERED INTOMA9Darv�c W orvL. REQUIREMENTS EXT. 9NIN0 ODOR (Tf 3I18'dA 'TAPOON I t/1"EMBED e'ENG BUCK2r PT.GNOTE6 NO WARIER FASTI82 1B°OC DI9T.,11n"FLlOEd6i T2PTWINOOw&ILI( p.138° PAF x21,a" 9"Ox: <"END. DIST,i t/Y' P TO OOL.,SEE NOTEB YAWN m STAGGERED EDGE qaT. NOTO 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 DETALEDABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2.MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 wwwJ3bdesiplg-oup.com AA #: 0003325 I O a < LM m C avaan►. se Loa► ABBOTT PARK LOT #11 BLK. #12 PHASE: 4C PROJECT# 41 1 04 -1112 MODEL: 4EHB f12605- HAYDEN" GAltAGS EWDCG; LEFT PADS: DETAILS 160 MPH EXVP. C 7 a TO 12/7/21 aCALS: 1/4"=V-0" amm= s NI KAYCAIN LTD VINYL SOFFIT — SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE OCTMLS EnK�rNVWTA$! FCNSEBiW ANIOGWNED iG cDNM1*MMiNE vDVMf&E+:wONgr71R �NEM K4�Ni+'ra�xA�ncc�"ie•'w�iN'¢E+Auiio DEBNiN>NEs4 W k39Ntltm 4ris,! �,. WA>TNEMPN. 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SaA rqq / J•aNreO. .eal/.4a4 N/A N/A .-ewNn / rorNreE .call-ee N/A N/A Na ym w,D sawn ,r nssz . ruE-o-wNr °^�N / +-aNrau .eax/-eaT A,e N0. om HNYkD eDrrN J-PNMn / !•awn •M7/AaT ale �r NwE . ruM-o-ww Em �` / raN+.n .eax/wo r,0. 9We ID a W. rare ,: DMia1 rNESRe1[ eATNi� R VPr, NNM 9MCt ce tt4arkSD ty ID/Deb FN9➢ aw vN a LC +rwbmt> M rN[ NnW V MrJ�"lgP,i WR Po�N Wiii� R nSNYW�r4fl5+S�MNIWroNP4� n NOIk e. I '�iA ,C: +Y,Ti'"'$N -1�•� 9�f lHiio-. .W rye ,eWs/.ym reN.b T..nPE.°�u Nb ow.wb rwe Daannc ae sa our a rar m«ernoN yETNts. MyNs NNPr,a Dour w, m _. ._..TABLE OF CONTENT E�i•G �- �Nw+ WA •D aNOea TlW.ND yar -- �gvlq - -. rAN •. WIOat NnR NaMm. SeriR fa@NE MwzoN �Au w�e utrxeD rirnaee aNa mrr,uiN z NNrNrArc« Norts v No•m r ina afTA47Ar10,1 Oe,AN4, aNnE,yN Wr78+Polclwl, ` neN oErAra. awP.we yarNa.cinN Nn.MANON ekaa4 . Nera,a, e wmr ewraE / .eN VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS IpgLtzwiwNrWres: fAW +vnn,A IBPANSr I., THE—tAntl•Cptn35ECINWYSMVNMPN 94E,SSUCBDEPCI YNGLE �4. cON4TPob: F4 M iat6S'NOOy rNNrMW N f,n,kN A"�"Nnuvre nw rnwu ccrNNa,NA,Nms. NONi�ka ,Nrsrxua sni,NNr 9P`Hi INSiµNnON TsaNp i!#$fGPNFWVMTFT14414v AS taNG A4 MWWUV fAStFKR RE�VlNE,KNIS AND6FAN tD4ra ANE MNn inp1ED 13. SEt iA1AL PN INKSN2iFOli SNHli Oib 3. E'.1A'ANp b'. Y. INiiAEJte)p.Ai1kN[MB x F 0.s NNe�, itpF, buT. WFIX#f tyN:cn Nt:F SNir+M EVEN FDN Nt9Pk 1TvE hI164TNAlE.6Et N^lEKN4lMFVU FiABIE Cc, IW5 NCE MNNW =uBfpi� t6n f,AE wµLTN16NEa KklPW6VT WI fMILO TP arVSi�. iWv.6PoEA 1Y.NEyN Mq MPrWi.EVGt pBry,c Ea SNµE K aVSN ip veE1T.Ailv6 GNAIMMfaF' StDSTMi=. MAiFRtµ .'.3 FAST&KRMWIN9BMOWNMINERYSiµNRGN DEiAN,S VP NP1 iANE p,iC ACCUINr t FWI +.[. AIL W4N NICN[a4 MLLL iYEAWEVOIN� W N! IIE r:FT � CDNrtBO4rnN NEYSiAMr WTENHL��aEAX,LNi43DMTnAYEWRPoNS. FASTENER SCHEDULE ,-Ve 1/4. ,a cA i +T/,e• NmIN aNNN buxoMSerN r Nora r/e• V•'. pr Y M .Goo iDilw w . ,• M TN+.a .ow ,-+n• - yr S��r mr ,AewN rA.rNrz BnaN amruiE ,•meNr � ,.,n.. Nox ,: ri.mwr, eENrD N.muP, samr a tNN+u r�rW«.N Ai�aouuuEo DN ,umN rnoul N,o � M taac roro NNNrNri k, .ro NNk avmM"�'�'Nro R0.043 .79 .1652 T 0 IB 0. 6 2.499� 0.442 4 1.54 1/2- J—CHANNEL/TRIM 15 VINYL (No. 1100) 022 I•-'-1.2 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT SEPoEB J.CHANNEL FASCIA 12" TRIPLE 4 SOLID NO. 0623 SOUR SOFFIT 72. TRIPLE 4 FULL-O-VEW 1/2' J-CNANNEL 4' FASCIA NO. 0622 VENTED SOFFit VINYL N0. 1100 ALUMINUM NO. 9700 12" TRIP 4 FULL-O-VENT ECO NO. 0639 VENTED So, BILL OF MATERIALS — �RN JEPCWN,PN 90MR - SE[ SEN[WLF W SME[T , NO aWFBl09 u aarn a .wn wm WED (S¢ nDIE Iy aN sN¢T ., .woven -Sa w.w a sari rAew - sEE tlM1e aN irN[i t tkE wrt +o ON eNm I 6 MtyaNN� iK �!r i.NM PoN caRwflE NN 4� e 0.y>i' DWNTm N ,-3/N` nar Nra ,. CA A i/,i',o,,. a,D.N EaNE ,• NNE Ii/riM 9RII a . s irtu ,o • : r Nywlw Naa eMRN - w . o..x Ma .yoo i x' Nww. NyyD MT,a - z . au wE Nom srtn ® TRIM NAIL INSTALLED THROUGH FASCIA 016- O.C. MAX STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS 101 "- f MAX DETAIL A FASCIA O STAPLES INSTALLED 12' O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL fS 12' Go MAX (INTO CONCRETE/MASONRY) BOARD BY OTHERS STAPLES INSTALLED THRU SOFFITAND JCHANNEL AT NAIL OFFIT O HEM AND IN VALLEYS STAPLES INSTALLED 0 12' O.C. MAX (INTO O OWOOD)IN J-CHANNEL SLOT WOOD BATTEN �0 STAPLES INSTALLED O THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS ,7BX3"WOODSCREWOR 'TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' MAX. O.C. k MAX-0— DETAIL DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFITAND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFrr---f © J-CHANNEL' t' N DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/RAFTER LOCATION NOTTO EXCEED 24" O.C. INTO FRAMING /TRUSS/JO / BY OTHER 'HANNEL p DETAIL B J-CHANNEL FASCIA BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO THRU SOFFITAND JCHANNEL AT NAIL HEM AND IN VALLEYS 0 1X2 WOOD BATTEN 17 � I /4)(2 WOOD BATTEN® .ISP_I�. / O SOFFR NSTALLATION SCREW, ® OJ-CHANNEL-' BATTEN ATTCHMf'1 FASTENER SPACED 24' MAX O.C. ENT TAPLES INSTALLED® DETAIL C 12" O.C. MAX ONTO O WOOD) IN J-CHANNEL J-CHANNEL ® SLOT OR TNAIL@17 O C. MAX (INTO CONCRETEIMASONRY) CONCRETE/CMU OR BY OTHER 21M NSTALLATION SCREW, EMS. BATTEN ATTCHMENT FASTENER SPACED 24• MAX O C. TAPLES INSTALLED 12' O.C. MAX ONTO O WOOD) IN,LCHANNEL ® SLOT OR TNAIL 012' O.C. MAX (INTO CONCRETEJMASONRY) WOOD (NOTE 1) �WOOD(NOTE1) NOTE 1 MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEAIASONRY, BUIUNG CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PANT: SPAN 'L AVE WIDTH"i�(NOTEA) VE VWDTH (ROOFOOF OVERHANG)ERHANG) CONCRETE; CMU OR WOOD (NOTEA)CONCRETE; SOFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D'SEE DETAIL'E EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/.J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA 0 FASCIA END J-CHANNEL @ WALL AND FASCIA END KI . A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 IETLL e 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 J wim E1A6 A 1211 TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesoigroup.com AA#: 0003325 y C eO aVSDIV. �c LIDT. ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PROJWTp 041 4 — 1121 MODEL• 4EHB t12605— HAYDEN" GARAGE OWING: LEFT PAGE: SOFFIT DETAILS 160 MPH E . C 00, = � 1'^'r N•' 7�71 �r DAM 12/7/21 DOA%x: 1/4"=V-0" OFIEET SDI GENERAL REQUIREMENTS: • HARDIESOFFIT® PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIGA), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 'I INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." FIGURE 2 FRAMING MEMBER MODERATE CONTACT -.Lil IAI H-JOINTER LEAVE APPRUrMlM I t GAP AND CAULK NG ER bA I I tN FRAMING MEMBER I NG ;ER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT .r n ° ° 1" FROM END OF SOFFIT ° 3/8" FROM END OF SOFFIT ° FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT • N. RC ONO PH: FAX: allnnnnc lUDDIV & LOT ABBOTT PARK LOT #11 BLK. #12 PHASE:4C PROMOT/ 04181.04C-11121 MODEL: 4EHB "2605- HAYDEN" GARAGE 8WINGs LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C Daw"'1'jT 12/7/21 8CAL6: 1/4"=1'-0" sHZET SD2 set, I (-Covr � & 0