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HomeMy WebLinkAbout7811 Davie Ray Dr4 99 2260-3EEB-ELSTON99 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES w OATS XAMINMAR 3 2020 HOMES CITY o ZEPHYRH';. PLAN E 12602 TELECOM DRIVE, TAMPA, FL 33637 7el= (813) 740-9720 Pax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TER: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .RAM liIIBADIG =& e1H gDin°p (2017) •� 14L AM STA72 CDDM9 -OCCUPANCY - RESIDENTIAL., GROUP R3 •CONSTRUCTION TYPE - VB • M. INTERIOR FINISH - CLASS B -BASIC I n SPEED - Vult=16O MPH via=124 MPH •EXPOSURE - D •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AC AL . ART. AMP. BD. CL CAB. CLG. CLR. CONC. OPT. C.T. D. D .G. DG. DNA. DIM. DISP. DP. DR. D.S. DTL. D.W. FA. ELEV. EQ, FX EXT. F.GJFX. F.G. FIN. FLR FLUOR. FFII °R GA. GAR. DISP. G.F.I. GL. H. B H.C. HE, HOT. [NSUL.R HT INT. ABOVE LAV. ADJUSTAITIONING RUM. ADJUSTABLE M.C. ALTERNATE MFR AMPERAGE MIN. BOARD M.T. CENTERLINE MTD. CABINET MTL CEILING N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMICTR.E PH. DRYBR PLY. DOUBLE PL DUAL GLAZED PR. . DIAMETER P.T. DIMENSION R. DISPOSAL RAD. DEEP RAG. DOOR REF. DOWNSPOUT RM. DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.H. EQUAL SHE EXIIAUST SHTHG. EXTERIOR SHWR FIXED GLASS SLM. FUEL GAS SL. FINISH SENTRY FLOOR STD. FLUORESCENT sws FOOTIN°GDOOR TEMP. GAUGE THK. GARBAGE DISPOSAL, T.O.C. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GLASS TYP. GYPSUM U.N.O. HOSE BIB HOLLOW CORE V.P. FADER W. HEIGHT W/ INSULATION WD. INTERIOR WDW. W.I. W1. LAVATORY LUMINOUS MEDICINE, CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BU'RON PHONE PLATE PLYWOOD PAIR PRESSURETREATED RISER RADIUS RETURN AIRORII.R' REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WAIL SECT TEEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL NOTED OTHERW VAPOR PROOF WASHER WITH WOOD WINDOW WATER HT MOOTER WROUGHTIRON DATE DESCIUMON OTrom 2-sroRYcruCONVERSION ARCHITECTURAL SHEET DESCRIPTION ��� BID SET155UED PG CI -COVER SHEET PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTIONS & DETAILS PG A2—SECOND FLOOR PLAN PG ASH —ELEVATION 'H' FRONT &REAR PG A4H—ELEVATION 'H' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLANS PG Ml —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WA1—WALL, ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS 0 MID 20MP5CUPDATE 02/0M STONE ELEVATIONS ADDED 02/6A! CONSTRUCTION DOCUMENTS ISSUED ��� FOOTING REVISION E'ER M. BOWES COA4/I0 INCORPORATE I -JOIST DETAILS 4 FRAMNG PLANS PER M. BOUES OTAUIS CONBTRLICTION DOCIN TENTS RE -ISSUED 0S/20AS BOLLARD DETAIL REVISED Oft/]% DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO $12A • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 0210AS TRUSS ID'S ADDED TO FRAMING SHEET 1 SQ.FT. CALC. S OMRggS PLAN MAINTENANCE 04/M REVISED LINTEL SIZE • ENTRY IST RR LIVING wi S@ FT. 2NDFLRLIVING 1"3 8a.FT. TOTAL LIVING 2,260 Sa. FT. GARAGE 453 50. FT, 64 SO. FT. TOTAL 2,111 Sa FT. 8k10 PATIO 80 Sa. FT- 04"/M UPDATED LEDGER BOLT SIZE A SPACNG Ob/NB ADDED LED LIGHTS • KITCHEN + BATHROOM PER MARK BO&S VM3/5 LEDGER BOLT SPACING REMISED •�/y ADDED 60D N,gYgn 10/3VIS ADDED OPT. B'-0' CEILNG HEIGHTS STRUCTURAL SHEET # DESCRIPTION PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.113—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2— DETAILS PG S4.SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG S6.lA—DETAILS PG SN1—DETAILS 00 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN MANNER. AS DESIGN GROUP TAKES WRITTEN/DRAWN FORMS NO A TIMELY MAN RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE oNSPRUCTION BASED ON TILE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com L AA N: 0003325 E q �maj NN��� 8UBDIV. Ac LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODET_ 3EEB "2260- ELSTON" GARAGE 811MG: LEFT PAGE: COVER SHEET 160 MPH EXP. C of 10 DA 11/20/19 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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 CHAPTER 3, SECTION R301.2.1.2. SITE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GAMMS AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THEGARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN RIGID ON -METALLIC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE 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 %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3% 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICArTKMt OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-14) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY 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) NTH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONEIM AND CLADDING LOADS IN ACCORDANCE WITH TABLE R30i.2(2) AS MODIFIEOBYTA13LE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR 1`90M 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,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-G1063-11A & 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 -1 to AND R703.7. FIRE RESSTANT 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 CEIUNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdeslgngroup.com AA Y: 0003325 r. � cj tOs O SU13DIV. & X,074 ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 IWDET. 3EEB "2260-ELSTON" GARAGE SUING: 1 LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DAA E. 11/20/19 SCALE: 1/4"=1'-O" SHEET GN OW00I I AD OIJIOONO IND LOADS MIX IR0 8rOSUE FCR 8 880010 tlSB OFBM ME WINN8RDIMMNIDTVFE REMM/8 FDDWE MN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR OWING is 5 36/-41 OR. MIN. CRITERIA SLxD. MN. 41 5 34/-43 CRITERIA 16010 O.HD. IQ 5 311-35 BASIC WIND SPEED MPH = ISO (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 6TH EDITION (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER COMMDAZE I I = s • 1 o 1/ o;! :LiS:!:t. tlo .� .• �. o e: o U t? IV D) rel no all ,MIN I o! " / f It• �. .: 1_ m W NOSING• = 0 STUDS_ _ •t :; = o •• i, If, 141 14GARAGE :4 U H 17lllio 54 :t If tIf •• 14 It .; of 0 FIRST FLOOR PLAN SCALE: 1/4' • I'-0' SQ.FT. CAM'S IST FLR LIVNG wl $Q FT. 2ND FLR LIVING 1-1153 Sa FT. TOTAL LIVING 2,260 SQ FT, GARAGE 453 SQ. FT. ENTRY 64 SQ FT. TOTAL Q. 2,111 SFT. 85ci V PATIO 80 SQ. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/5' (35 MM) IN THICICNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE a ITS ATTIC AREA BY NOT LESS THAN U:j'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 96'115.9mm) TYPE X GYPSUM BOAR 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 BOARS. FBCR 2011 (6TH ED.) 302.1 EE 1441 N. RONALD REAGAN SL LONGWOOD, FL 32760 PH: 407-7746078 FAK 407-774.4078 www.abdesigngroup.mm AA #: 0003325 • o SU13DIV. ds WT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL 3EEB "2260—ELSTON" GARAGE SW][r4G: LEFT PAGE: FIRST FLOOR PLAN %160 MPH EXP. C DP TE 11/20/19 SCALE: 1/4"=1'-O" $BEET Al (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' TAG S O FLOOR 3/4' SUB FLOOR MATERIAL GLUED . SCREWED RIPS FOR SOLID NAILING PER FASTENER BCWEDULE V-4 3/4' 2ND FM. FLR STAIR DATA: 161Q • 154' 19 TREADS • THE CLEAR SPACE BETWEEN ��• 1 Nam' THE HANDRAIL AND THE WALL s-m er.�. W1Gr. 1 I/2" SHALL BE NO LESS THAN 1 1/2' MIN. AS PER FBCR R311.1.82 PRE-ENG'D � — — HANDRAIL • 36' FLOORING SYSTEM I MAX. p V 2X4 RE-;IIGZ MCs (SEE FLOOR FRAMW, SWEET) \ 10' Os ING C Lu Z \ I B�IVSERS TO COWFON4 to NOTE: Flx RESDFNtIAL btu ED_ (2®n) HANDRAIL ENDS SHALL BE M6L�,�, nnx RISER-1 E w \ RETUNED TO THE WALL OR 3/4' 3n6' MAX VAMATWW M t9 TERMINATE INTO A NEWEL wBER&'nWAD6 AOJACENT TO B`JC,L " yNy6. ER-etA�ue UPPACE STABS T.. S `B POST. EARN TITHER A Y MAX, ANr SORRYS PROTECTED TIN TISI I N CL OS ED VARIATION J ANY R GROSS SIDE •RH V!' GYPSIlT BOARD. FDOR 362.1 SECTION CIRCULAR GROSS SECTION DIA TO BE I V4' «V4' OR PROVIDE E=rVALENT CRASPABILITY U NDERS- MM. 6' USDE • NARROW END MM. R' PLATE KICK NOTE: UND' 14-MK 12,FROMNIL HG�T. U� PANTRY PLATE m 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A " DIAMETER OF li't 2' OR A NONCIRCULAR CROSS SECTION WITH A o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND r 'v A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES (3) WSERS B.Y.P. :1DEtL. 9TRMGm SHALL HAVE A MINIMUM RADIUS OF 1/8'. — PLATE 0 EA. s 1 STRR*;OlQCINGERR 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF 01-0' FIN, FLR SECURE WMd 6'-a' oG. FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY Tod MASONRY HALO • 7x4 DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE P.T. SLEEPER INTO SLAB SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM URT44IN I, OF EACH END, 32' STRESSES- PER SECTION 16018.1 / F.B.C. 2011 O.R. MAX. BAR DETAIL B STAIR O/ SECTION C HANDRAIL SECTION A SCALE: 1/2'.1'-0' 144i N. RONALD RFAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA #: 0003325 Q � Y 4A +r 40 Z L J SU13DIV. ae I.oT ABBOTT PARK LOT #40 BLK #9 PROJECTTp 04181.000-40093 MODEL• 3EEB "2260-ELSTON" GAVLAC; Sr/ING: LEFT 1PAGE: STAIR SECTIONS & DETAILS 160 MPH EXP. C Ki VVT Dnurr TE: 11/20/19 SCALE: 1/4"=1'-0" 8FIEET A1A 14'-2' I— 8'-1. lie 21'-8' M-pi "Wo 14 LAV. LAV. 14 JA 141 ,,, OWNM BATH V-01CM OWNM sm V-V CLCI STAIR DATA 5 RISERS 0 152' 14 TREAOS o 101 41 Noswa 42' W. 14ALF: WALL W/CAP� • 5 ■■■■■■�"""II • MIT � - ATTIC T ACCESS M o I.-V 2.-&. 5'-4- SECOND FLOOR PLAN WALE; V4 - I'-V* 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #-. 0003325 :Fe I MEN - - .10 v! o 4A a lu 2 0 SU]33DIV%r. a&e LOT. ABBOTT PAR K LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. Cj F-ppturr DATE: 11/20 179 SCALE: 1/4"=l'-0" SHEET A2 • 23'-II' BLD HGTs 1� 5 4' RAISED BAND I I �El a 6' SED BLAND Y _r 8' OPT. COAGN L KsHT I I) 0'-0' FIN. FLR.. I I FRONT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH 'TUSCAN' TYPE T-4' 12 OFF RIDGE � T �5 ►i U II II r I V-4' 2ND,,, FIN. LFFIN. LF R - -— -—- - — - —-- --- P, IST FLR _ — _ _ — BRCS. HGT. - ------ 4B I 6 II - ❑❑ I I � II Y FIN. FLR4, SHINGLE ROOF 6' RAISED BAND (TYR) FLR ERG. HGT. FYPON BKTIIXII OR EQUIVALENT SHINGLE 12 5 ROOF 9'-4' 2ND ��FIN. FLR IST FLR Bps. HGT. a 4' RAISED BAND (TYP.) N _ O I'-4' HG2ND FLR BRI.s� T. — FI FN FN R ,�8'-0' 15T FLR —�-' Bs. HGT REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 4 Y --I—_ oO 0� AREAOFATTIC = 14ZS SQ FT. NET FREE VENTILATION AREAREQUIRED 1/380 REQUIRED VENTILATION AREA = 1425 i3DD 4.75 VENTILATION AREA XSQ INCHES PER FT.(1441 = 684 S41N. MIN. REQUIRED VENTILATION = AIL w IN UPPER PORTION OF ATTIC 342 SO, IN. OFF RIDGE VENTILATION AREA = 115 SQ IN. PER VENT 342 /11S TOTAL# OFVENTS REQUIRED = 2.97392 TOTAL# OF VENTS PROVIDED - 3 'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 112' THICK 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'a4' GAL V. 'L'-TYPE FLASI4W. SET M ROOFING CEMENT FIBERGLASS SHINGLES OVER'30 FELT 2X6 SYP PT LEDGER W/ PAPER ON 1/16' 098E S OR U2Y9' ROD 32' UREID E 1!2' COx PLYWOOD SECURED PER WITHIN O.G. 4 WITHIN 6' OF EACH 6FO NAILING SCFEDULE END MAX SET IN SIMPSON TOP OF BOND BM 2ND FIN FLR (PER ELEV.) HK=H STRENGTH EXPDXY •. 6' MM EMBED. I LW-26 \ 2x6 SYP RAFTERS OR PRE-ENG'D TRUSS (PER ELEVJ _ ELEVATION MIN TA6' OSB SNEATNMG GUSSET TO 15E SECURED TO CHANNEL FOR SOFFIT 2X6 MEMBERS W/ Sd NAILS 3' O.C.. PERIMETER LU826 LW (4) 10d1 TO LEDGER AND (2) 10d's I'-4' TO 2R6 JOIST 2X6 SYP PT LEDGER W( 1/t'x&- THREADED ROD 32' O.C. 4 ##THIN 6' OF EACH END MAX SET IN SIMPSON Wr.w STRENGTH EXPDXY 6' MIN EMBED. OVERHANG DETAIL A SCALE: 1/2.1'-0' ENGINEERED WOOD TRUSSES • 24' O.C. SUBMIT SHOP DRAWINGS SEALED BT PROFESSIONAL ENGINEER FOR REVIEW AND COMMENTS PLYWOOD SHEATHING SEE STRUCTURAL 2ND FLR BRIG, WIT. (PER ELEVJ ROOFING, AND FLASHING SY DRIP TM" STRAPS Oro AlICL101m EDGE PER MNFR WARRANTEE SEE STR1GlURAL REQUIREMENTS UtAP FASCIA WITH BREAK METAL LynOn#ar COFID O m #EE BTRLGTUfAL b,2, 2R6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALC'S 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR WINDOW PER PLAN SOFFIT DETAIL ���RAKE SCALE: 1/2 - F-0' EE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 F C tziR iiiR �u � P s�f U 1/1 N m m � OR 2 � i 0 a -4 f ZMDXV. ec LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT* 04181.000-40093 HODZU 3EEB "2260-ELSTON" OARAOE SUING: LEFT PAGE: FRONT & REAR ELEVATION "H" 160 MPH EXP. C 5 On.0 DP TM il/20/19 SCALE: 1 /4"=1'- 0" 8*Ec= AM IT-4' 2ND FLR, BRs I� 2ND Flly FLR 8'-0' IST FLR .J.. THGTHG 0'-0' FIN. FLR, Il'-4' 2ND FLR, B�RC.s. HCsTHCsT � FI LN F R 8'-0' IST FLR, _ BRCis. THGTHG s- 0'-0' FIN. FLRo LEFT ELEVATION SCALE: 1/4 a F-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 = P-0' TEXTURED FINISH �5 Il'-4' 2ND FLR ,� BRCS. ZIT of9'N-4'FLR 2ND F IN ,�8'-0' IST FLR 0'-0' FIN. FLR I'_0• 0Il'-4' 2ND FLR BRCS. HCsT_ I I V-4' 2ND FI FLR 5 ,i8'-0' IST FLR _ _ B FEE] 1441 N. RONALD REAGAN SLVD LONGWOOD, FL32750 PH: 407-774b078 FAX: 407-774-4078 wwwabdesigngroup.com AA M 0003325 F � LLI W W J FO � JK rq G 6 ddv v g Q sysDiv at w ABBOTT PARK LOT #40 BLK #9 PROJRCT/ 04181.000-40093 AWDFAa 3EEB "2260-ELSTON" GARAGE DMING: LEFT PAGE: LEFT & RIGHT ELEVATION "H" 160 MPH EXP. C ij,6/A !�Mim BAR NO 93723�NO 937233 DA11/20/19 sCAUM 1/4"=1'-0" MEMM A4 H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES \0 OSV OUTLET P OL 20 ASINKS PE IIISV OUTLET IIDV OUTLET N OLET WI® TO SWTQIOYt =@c44 IIOV OUTLET SCUN-ED%IMD PAIL NlE•PI[R WATER POSWAlr rrPE) a@ 220V OUTLET (4)GENE CONNECTION Cf Wunzr �� GROUND PAL NIEIRR)PflRr SUITCM SWITCH 3-WAY OPER t14 SWTC14 4-WAY OPER 1_r1 ��� Yb1LL l•IOIMID f LIISIR CELN6 LIONT © LED CM Low LED VAPOR ©Vp PROOF LOW O VP VAPOR PROCP LIONT OwessawCAN eVENT. FAN I CPH PER sa ft. VENT. PAI YkLSNr 117T9 PLR SQ R. V FD(II LIONT lSPEC'S 1MD 0Y aLqLDM PLUORSOCE NT 245" YNRAP ® (PROCESSED) ARgID '# 7-ELLM MAP !S{# MNT) moo. 2. FLUORMCIENT 4- RUOREKONT 1�—X It X A 4' TRACK LkWT O PANEL METER O SD. en1al:E DETIIcraR eArr_ earx-u. IIILHelmueee bD. WALL MOUNTED Grimm DETICrom EATT_ SACK4P w-dAlGelR CARBON MaNaDomNTIR-CQRIGTm RmeTr. eAac-w Rv S/GO Crlw C gB SHALL 8! A DSTANCE CP NOT LESS TWE N 4' PEDANT LOW LR� IT NATt OAS j/ TELEP408 JACK W4 TIER NEATER 0 XMIT112LAMAM TOi .OEBEI(AAE2 AIR OGND(IIGN.,• TO UXa DMCQSEC7 SCQ AMU ON TN" MW I-� TELEVISION JACK OJ-00X CEILING SOX TO OE SUPPORTED N ACCORDANCE W OOX MA•P.D AS SUCH RXt CEILING MOX RISGUIREC CE0.NS FANLISMr To BE ACCORDANCEBY N AAPKEOANCE C14 FOR MWRQTI AS SYGI FOR 24- NCiNDESGBNt ,�IIr4 LOW &TRIP INCANDSOCENT LkM4T STRIP ennnnnnn A, INCANDEGOINT LENT STRIP FLOOD LIO/R OPT.— Q ImTPADAD I-Q Pa wMN-emoN PM CNe* 118M PORT • LOCATION Cl- TV JACKS A PNIONE OMETS A FANS TO BE VET . NONEODER P•RE-C"T1410=1014 1'EETNCIL • ALL B 4 W AMP 11RANCW CIRCUITS, TO W ARC FAULT PROTECTED PER ELECiI•CAL PROVMIOND OF �($ ATN EDITION ROPY) A NEC 2BL 20N RDITIOL • M AINP DEDICATED LA NOW CIRCUIT. • GFI . GLAND a= ON KITGEN CIRCUIT) • DISMUASMM DtQNECT TO BE LOCKOUT N PANEL • OAT4R7011 EXNIAUST FAN TO HAVE M K CAPACITY OF eD CRT NTER"ITr@R PER ELECTItlG1L PROVISIONS OF SECTION MOM PSG¢ ATN EDITION (201'11 • LAUNDRY R00N7 RUxOPTACIE SHALL OO OIROU D PALI CIRCUIT-NTERRFfER P9401ECTICN FOR PEIBQlBL ON MiEDEIB • WRING METHOD SNAIL BE MOM METALLIC CAMX PER ELECTRICAL PROVISIONS OF POOR AnN aLcZE . • ALL WORK TO COMPLY WTM ELECTRICAL FROVSCNO OF T1EATII ED (2EM1 rMT LGNTGNG i94Qc ICYJ 20r1. Ath EDITION R40Q METER FIELD VERIFY LOC, OPT. COACH LIGNIT F DOOR j F3F�W1� -------------------- FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' r I'-0' P.B. FOR CHIMES PANEL: A PANEL 42 at h1Baker VOLTAGE: 120/24OV-i Ph MAIN; 150Atry M.L.O. FEEDER 3-#20Cu THAN& 1-#6Cu(G)In2'C, OR XWAL T14NN& 7-#6Cu(G)in2'C. f2Y ab I...... W.4 srpe.n W F.N • MC--o' tlMrr+A KVA r c3x hppf21 4 Ym N.C. AAC C.U..t M 1 0 neP am r 2 5� 10 tXe W.flrral m 1 1r2 1! r Afa 16 a 12 1 _ m 11p1a L R.caplrcNs 6Fl 121D H 1100 gvMrt wi m 1 .2 a12e13 m Sr.kel CrevnMr"xN.plotlr.Afa 900 1e ISm ExlWnlrmtl lLltrrM m .1 a12 m S"Y ANrrr. M m tS00 — m 1 .2 N Grrl . a atMrMs AFa 9m 1m0 Trr N.t Y. Afa I n2 m T.Y Pac MAFa tme m Astl Gwrsw .i rAFtl M W.r Porn Wt AFa see m m see B01n. R U rr M — AFO 15 aM Ban.O err R.t M AFa sro T m cos Q#M 15 .4 18 BLm.ri Ll m eN dnxrL LRrc MAFa 1S f 414 t14 1 N (Morel v4 We clvs AFCIFtl 9A0 3+ 900 Grwtl v4lYc etYV AFa 15 1 A14 i14 1 N GrWr vAf s AFCI me ]] 34 spr. 3 >6 s Spo 37 38 _ Syr.l— 6pra W 40 Spr. e 41 42 _ _ pre LwN IYtlrnantlMrcrcrvlYnv lMm 31Nq 22e0S Lo.tiv tl. tlemrr Yclrt.krtlbnv/Yn. Demand Fac rCakulatkm: ABBREVIATIONS: Arc FAur 12mn rtlFtaarm a xr. r1GNcara sENlLwD eft: dtdaD FALLTN7ERRlPTER Tar Y.e.Wr3loearr Yur asap FM laceA wnta 10011 Imin Brn]M1Y rellvrwY Tar AM WS WAD CALCULATION 13 BASED ON AC NOCOET LOA Tar arrtl.tl Lwtl Wrla 309N .W Mp(nrly/240 wh) t2LA Gal hW & Re Lmd X L __ 31 19-at65VNe1100% LLGamr 1235 9565 _N_O mMA LED LIGHTING C PEDESTAL SINK 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F®CR bW EDITION (2011). LOCAL CODES, MID ALL LOCAL POWER COMPANY REGUIREMENTS. B ALL CONDUCTOGGS, SMALL DE TYPE TMI4N/TWM UNLESS NOTED OTNERWSE. POWER C0MPA TRANSFORMER PROVIDE 60 AMP, 120/240 VOLT, I PHASE SECCNDARIC ELECTRICAL SERVICE, PROVIDE 3 N COPPER (COO IN 1-1/2" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM CAL) IN 2" DIA 804EDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 342/0 CU, TMWN 4 lab CU IN 2' CONDUIT OR 3 a4/0 AL. TNLLN o M CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ADOVE SOFFIT . OVERNANW COMDINATICN SERVICE I50 AMP DISCONNECT SWITCH AND ROR40 VOL M ELECTRIC METER IN 1 PA6E NEMA 311% ENCLOSURE PANEL 60A/tP MCD TELEPMO=9EPtVKZ CAALE TELEV ISION ENTRANCRVCE "ltn P I INTERSYSTEM CONDW. TERMINAL AT LOW VOLTAGE C74NECTIONS 1 A4 CU SERVICE GROUND COMECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE ESCR ALM EDITION (2011). 5/8" CIA X 8 FT LONG COPPER CLAD CROWD POD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.com AA ►: 0003326 J O T4 J J F � Ki tMDL �OCrf '(��a�• (�a��j ti OXMDIV. AL LtOT IIII ABBOTT PARK LOT #40 BLK #9 PROJECT* 04181.000-40093 MODEL.: 3EEB 112260—ELSTONrr GARAGE SV MG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 23K DAA=I11/20/19 SCALM: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND SYMBOL. DEFINITION NOTES -� 12DV OUTLET 20 AMP 66MA FOUL IIOV OUTLET nov OUTLET VJ M OUTLET BICD TO BUTCu ORIIOV CUTLET BONPED FAIL (TAMPER Ilowlea TYPE) 220✓ CUTLET (4) WNE CONNECTION Ur GFI Ext 11ATBPR7M OUTLET GOMM -FA-LT MTBESPIBR 6UIITCN OUTCN 3-WAY OFER W4 6WTC44 4-WAY OPER 'ii LICE MGWTID �J L. CEILMG LIDUT © LED CM L04T ©M LED VAPOR PROOF LZWIT @ vp VAPOR PROM LBM @ INEC[68m CAN eVMT. PAN I CR1 PER SO. FT. WuT' FAN UYLIaNt I CIF( P[R 60. FT. VAVTY POf1 LIOW 16Pec'6 TBD Br 'N R.UOIEBCBNr 2-BILD NRAP ® �� lRECE66E0! AE�IT 2-BB.B NINAP AR6U0 (SUBW1/�LA�QTMTTJ �{ 2' N.UDR28com 4' R.UOREWNT p�p IIr-R--ar i d 4' TRACK LkWT O PNEL s METER O.9.D. SMOKE SATT. Back -UP uE.u600m I+ -I WALL x�TECTOR w-gallom ® D/CO Chit" MCKONCE,u6 IMM PETECTOR COMBO NtDe-ca lm 6RNLL BE A DISTANCE M NCT t.l66 TRW w FOOT WALL MOANT LIONNT T� NATURAL 046 OUTLET ► TBITNOE JAG[ WATER (EATER d� DBCONECT AOL COO DEC, 2 U)W. SEE AMU ON I� TELQVRIONJACK GalLW. BOX OJ-BOX TO BE 61N?GRTm N ACCODACE RV BOX MANKED A6 SUCW FOR CELLNO BOX ROW CELLN6 FANLI6I1T TO M SIFFCR N ACCORDANCE IW BOX T'IAISMD A6 OUCH FOR unaa 21' FY.ATDE6LMT LIONT WMP 26• NcdoEECMr ocinnn4 Law 1TT! nnnnonnnn 4V DiCANOBSCEW LIOB STRIP FLODp L16M M1BTY IQY10AD ►/D PA PUSN-BUTTON FOR CHEiB use PORT • LOCATION M TV JACXB A PHONE OUTLETS N FANS TO BE VERIFIED . WOFELVNER Fll-C4WT1%=lON mmm • ALL B N 2V AMP BRA NCN CIRCUITS TO BE AMC FAULT PROTECTED MR ELECTRICALBION PROVOF PBCR STu mRRON 1 NEC 21DJ2 2a4 lL • ICATE C UFT. DEDICATED a . 16 rJTCW =UfT • OTq . ISLAND (NOT ON LOCK) • TO BE LOCKOUT PANEL TER = TO E BWXT • F 14 MATHRO OT X 8T FAN TO A CAFAGTY 6CP I"TT se CRT NTER-NTTENf PER ELECTRICAL PImVB10N6 M 50 CFM ECTF CAL SECTION MOM3 • LANDRT ROOM RECEPTACLE 8441ja ce GROM FAULT CIRLLIT-NNTERRA"ER PROTECTION FOR PERSO!!F1 ON FEEDBl • U FJNCb MERIOO SNLLLL BE NON METALLIC CABLE PER ELECTFOCAL P102061" OF FMCM 61W M (20n) • ALL WORK TO C XIMY UMTN ELECTRICAL PRON61000 M TIE FBCR &lu m t2onx •'IS% M LICiRNPi M18T BE @FEIGY BPCIENT TYPE PER SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4• . 1'-®' LED LIGHTING @ DBL. LAV. O.MER'S BATH ro �v LED LIGHTING @ DBL. LAV. BATH 2 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com I AA #: 0003325 AT lo q RON o a a E0J IQ�� yp�� gpa� K e G C G iL -'j SUDDIV. & LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL• 3EEB "2260—ELSTON" GARAGE SIFMG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C ,CI"J DRINT A 11/20/19 SCALE: 1/4"=1'-0" SHEET E2 36'x6®' I I I I - — — ® - n L LA - 2'-3' 13'-2•6r7.'-� � I I Z I I /A _— T 0 eta OPT. SI•NUR VTR Ir r I VTR — — — — — — — — — — — — — — — — — -- — l I • • LAv i I — DW `\ LAv. I j I SINK 1 In 2. • m 13I RANGE -tl' 13IIIiIIII' LAV. WASHER 2. AV.O SHWR 22. o TUB 3. 3 WC 3' IIIIIIII ' R A KITCHEN SIK -5. 23'-3' W/ AAV VTR :n 3- -------- 2. SI3' 3. SINK 3' 2— a 3- Co TO MAIN -------------------- PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 " P-0' SCALE: 1/4 " I'-0' IN 1441 N. RONALD REAJBLVD LONGWOOD, FLPH: 407-774-6FAX 407-774-4078www.abdesigngro#000AA 3 m QQ SVHDIV. & LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL' 3EEB "2260—ELSTON" GARAGE SMWG: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C I D mT 11/20/19 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER h1FG. 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 FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISt 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 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) 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 S14ALL. 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 FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR. DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRJ AIR GRILL NOTE: ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO GONG CONDENSER AIR RETURN W/ (2)-3A6'X2' TAPCONS WIT ROLL STRAP SOR PLENUM EQUALWB VENT SUCTION AND LIQUID THRU WALL AIR SUPPLY REFRIGERANT LINES 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) "SXl I/4. 9HT. MTL. SCREWS AIR HANDLEREXTERIOR WALL I CONDENSER UNIT 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAYy PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD REFRIGERANT LUTES TO NOTE: MAIN COND. DRAIN 3/4' DIA. PLATFORMN CONDENSING WIT OVER HEAD • 12' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNK CA. PLUG BRASS PLUG —'� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYPN) FUNL GRADE OR PAVING SEE SPEC. i'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 " I'-& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 w O kS FABBOTT PARK T #40 LK #9 ECTOR 04181.000-40093 MODEL: 3EEB "2260-ELSTON" GARAGE IBIW04G: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DATE, T 11/20/19 SCALE: 1/4"=1'-0" SHEET M1 SECOND FLOOR MECHANICAL PLAN SCALE-. 1/4 " 1'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA M 0003325 04 O J J 9 Q SUSDIV. & LOT ABBOTT PARK LOT #40 BLK #9 PROJECT* 04181.000-40093 MODEL- 3EEB "2260-ELSTON" GARAGE SInKG: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C El PRINT 11/20 19 DATE / SCALE: 1/4"=1'-0" SHEET M2 PERgg_ 2X4 TOP PLATE PLd+'1 Y PRE-FAB TRWSB W, CLG. BOARD 1/2' DRYWALL � TOV SECURE ST. — PLATE TO SLA15 W/ 10d MASONRY NAIL • 32' OL. MAX FIN FLR 2X4 WOOD STUDS 024' O.G. ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE Ib' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24. O.G. (a1TYP. INT. WALL (NON-BRG.) D1 SCALE: 3/4'.1'-V' FIBERGLASS SHINGLES OVER 130 FELT PAPER OR 8Y►1THETIC PRODUCT, INSTALLED PER SECTION R905.0 ON 1}• GAB, SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENCs TRUSS MTL. DRIP EDGE 2x FASCIA PER I -®' ELEVATIONS TYP_ OH. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR 5/8' GYPSUM BOARD OR IR' 141GN STRENGTH CLG. BOARD N 8EE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION —� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. FURRING —� STRIPS 24. O.C. 8' CP'11� 1/2, GYP. WL. BD.— WOOD BASE � ,a 4: 5' DIA SLEEVE, DO NOT Q!T BOND BEAT NOT CUT OL SID GOUT RTFIE BOND aV (U-'D BEAM (2) COURSE - REBAR8 i2�PIPE THROUGH BOND BEAM D1 SCALE, 3/4'.I'-0• FIBERGLASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT,INSTALLED PER SECTtORt R919r3.Lr ON I}' ObB. SHEATHNG OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �, 0'-0• FIN. FLR n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (K)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'.1'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 rg\GAS LINE THRU BLACK D aeALE, vr.rf FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' O.SB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE oH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS , V2• THICK 2 GOAT—J-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR(L B• CI" AU V+• Ti11CK.2 COAT - PORTL.AD comma PLA&nW APPLCoulmy TO IED nASomw ATTACHW TO FlLL CELL AS PER PRODUCT APPROVAL REO. GrALAACICI r . eACKlR ROD WOW JAMB PER PROMICT oALV. STEM DooR A11PIWVAL REa VBeTICAI TRA+LTc I' nx BY OTIBIS BY PWR SLID FASTO CD TO ROCe7 TRACK BRALKM avPRODUCT APPROVAL WAX s GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON a• O.S.B. STIFFBACK AT ALL UPRIGHTS SHEATHING OR;' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. _ ON MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RAN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/0' GYPSUM BOARD OR 112' 2x P.T. SECURED PER WIGI4 STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 112' T1410K 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' OL. 1/2' GYP. WL. BD. i— WOOD BASE W/ WINDOW OPENING H 0'-0' FIN. FLR rD1 TYP. WALL SECTION Vf NO OPENING 5 1-STORY GABLE BLOCK WALL 21 SCALE, 3/4'.I'-& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abde Igngroup.00m AA S: 0003325 M o $ MM d) IPas O J J o e 9 9 BU13DIV. & LOT: ABBOTT PARK LOT #40 BLK #9 PROJECTIU 04181.000-40093 WODEL 3EEB rr2260- ELSTON'r GARAGE 8T11ING: LEFT PAGE: DETAILS 160 MPH EXP. C -'.-ITT. � r ►*T�.•�\ DATE: 11/20/19 SCALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER w30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RW5.0 PER SECTION R505.1.1 ON I}' O,SJ5. SHEATHING ON 1}' O.S.B. SHEATHING OR p CDX PLYWOOD OR }' COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. o ER PRE-ENG U.C. TFWSS- 24' O.C. MAX LEVATION 24' OL. MAX METAL DRIP EDGE METAL DRIP EDGE-- BATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALLS FOR VALUES 2. FASCIA PERK TED VENOH. 5/6' GYPSUM BOARD ELEVATIONS 90FFIT TYR OR 1/2' HIGH STRENGTH C-G. BOARD VENTED REFEI�TIGE Ix2 FIRE -STOP SOFFIT STRUCTURAL / -4J INSUL. REFERENCE— STRUCTURAL I iz I � I I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS --REFERENCE STRRUCTURAL d) 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT E F GLUED AND NAILED AS PER NAILING In' THICK 2 COATS PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED lu PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY R MASONRY Dc2 FIRE -STOP 7ftLEVATION DO FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL— R LEVATION 5/8' GYPSU'9 BOARD OR 1/2* HIGH STRENGTH CLG. BOARD � ER — — — 7LEVE ATION W FIRE -STOP DQ FIR= -STOP R-41 INSUL. 1R' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Dt2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRNG STRIPS • 24' O,C. S' CMU 1/2'GYP. WL. BD. UIOOD BASE 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP w J a BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1R' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP `Z zp0 3/4' T 46SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE qk R J:�,� EVATION R EVATION 5/8' GYPSUM BOARD OR V2' HIGH STRENGTH CLG. BOARD R-4J INSUL. Ix2 P.T. FURRING STRIPS • 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE E n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'-I'-0' 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA M: 0003326 m 1 a 1 F i SU13DIV. & X.07 ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 W0DEL' 3EEB "2260—ELSTON" GARAGE SWING: LEFT 1 PAGE: DETAILS 160 MPH EXP. C PIXIE DATE: 11/20/19 SCALE: 1/4"=1'-0" SHEET D2 SEQIRE 2w M91 TO CLK RW (2))YXB' A -BOLTS W EM BEDI'E NT MN. WV e'X2')db WI46REIII AND NUT SPACED EVENLY FROM FLOOR TO nw er N JOINTS PRIOR TO FILL 0 BECK 7z4 ON FLAT TO ELK Wu CUT NAILS. SIDES: 2X& GARAGE DOOR BULK WV (S) E )OW A -BOLTS W EMBEDMENT MN. W 2'XJ'x>i ROAMER AND NIIT SPACED EVENLY PROM FLOOR TO GARAGE DOOR MM N JOINTS PRIOR TO FILLIN& 1-2X6 Pr BLOCK • CENTER OP R DOOR 4EAOM WWUJi'x8' J-DOLTS 4' E'BEDMOR WV YXi'>W NASFER AND MR. INDTES: 119 r LSMALL BE N ACCORDANCE TO MAt1FACTURER'S INSTALLATION INSTRUCTIONS W WERE SUCH NSTRICTIONB ARE MORE STRINGENT GARAGE DOOR %11BUCK ATTACHMENT D soma, vr cm8' C 14' DRYWALL PX4' OR I'X1' P.T. NAILER ❑ Ix4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I Y: INTO BLOCK piW/ VTAPCONS (MPL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 44' WITHIN $' OF EACH END 4 18' O.C. MAX SPACING \`-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 AD4D011 TO BLACK +3/4 OR +5/4 " SCALE: N.T.S. 2X4:m SECURE TO BLOCK W( TAPCONS OR (MIN. SHANK SIZE J45 MIN. 1EAD SIZE 300 MR EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 W!' OJC. MAX SPACING. 2X6:= SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EAGI-I END 4 8• cm 18. O.C. MAX SPACING. J4' DRYWALL yXg,® [Ell1' X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2.9(s• OOR CASING TAPGON3 (MIN. 9HANK SIZE .145 MM. FEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I y♦') TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURES DETAILS. 18' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1 2- �Bl 1MDNDOR TO BLACK +1-1 ' Br -ALE: N.T.S. 2X4= SECURE TO BLOCK WU )W TAPO" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN B' OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2X64so MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-ifs' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y♦') DRYWALL WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-' O.SB. X 4' MIN. TAPCONSOOR (MIN. SWAN, SIZE .145MIN. CASING *MjA HEAD SIZE 300OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4')TACH TO 2X PER WITHIN 8' OF EACH END % FACTURES DETAILS. B' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-15 18" WlKDOW TO BLOCK +1-15/ 8' " SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ 11(s' TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 YW) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X I8' OIC. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-94' NON-STRUCTURAL':(s' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I A') 8. CMAI WITHIN 8' OF EACH END 4 Jf• DRYWALL 18' OZ. MAX SPACING. o ❑2XSc1'X4' OR I'X2' P.T. NAILER SECURE t0 BLOCK W/2-9(6' CASING TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Ys') TTACH TO 2X PER WITHIN $' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TOBLACK +2 1 4' 1fB-IDOII TO BLACK +2 1 4" " SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ )(s' TAPCCNS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN a- OF EACH END 4 NOTE' STRUCTURAL 2X 18' OG. MAX SPACING. MIDST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/2-yNON-STRUCTURAL 9(r' TAPCONS TAPCON MIN. I Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CM MIN. EMBEDMENT I Ys') Ji' DRYWALL WITHIN 8' OF EACH END 4 IVOr- MAX SPACING. ❑ •X4' OR I'X2' P.T. NAILER 2X8,sm SECURE TO BLOCK Wn-%* TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS- OZ. MAX SPACING. MANUFACTURES DETAILS. zrn, on r «®m ro nus ire mo wr oc®a•� DOOR JAMB TO BLACK +3' W TO BLOCK + " E SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X I$' OIC, MAX SPACING. MUST BE ON OUTSIDE 4 2X64w SECURED THROUGH SECURE TO BLOCK W/1-V NON-STRUUCTURAL V TAPGONS(MR SHANK SIZE TAPCON MINR, I Y4 .145 EMBEDMENT INTO BLOCK MIN. 14EAD SIZE 300 MIN. EMBEDMENT 1 Yi) $• CM WITHIN 8' OF EACH END 4 J4• DRYWALL ID' O.C. MAX SPACING. 2X8� 11 1'X4' OR IW' P.T. NAILER SECURE TO BLOCK W/2-Y.' ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE TRUCTURAL MEMBER rl .145 (2A2d WITHIN S' OF EACH MIN. HEAD SIZE -400 END 4 6' TO V O.C. MAX MIN. EMBEDMENT I Y4') CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTAC44 TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y: ) DOOR JAMB TO BLACK +3' F 1 UMV TO BLACK +3" SCALE: N.T . 2X4m SECURE TO BLOCK WVY4 TAPCONS(MM. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A) NOTE: STRUCTURAL 2X UT1441N W OF EACH END 4 MST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROMW 2X&s NON-STRUCTURAL 96' SECURE TO BLOCK WA-1/4' TAPCON MIN. lYi TAPCONWMM. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Ys') j4' DRYWALL WITHIN 8' OF EACH END 4 18' 0r- MAX SPACING. X4' OR I'X2' P.T. NAILER 2XOs El SECURE TO BLOCK WA-1/4' }4' O.SB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMENT I Y:) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' OjC, MAX SPACING. MANFACTURES DETAILS. 11DIG l:M Y NeOp ro nua J.r! foo xor oaa A') DOOR JAMB TO BLACK +3-7/18" ir+l WINDOW TO BLACK +3-7/18" " SCALE: N.T.S. 2X4= SECURE TO BLOCK Wb4' TAPCONS (MIN. SHANK SIZE J45 MIN. KNEAD SIZE 300 MR EMBEDMENT I Ya') WITHIN 8' EACH END 4 NOTE: STRUCTURAL 2X IB• O.C. MAX SPACINGS. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL B(s' TAPC40W TAPCON MIN. i-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MR EMBEDMENT I A) $' CM WITHIN 8' OF EACH END 4 )$' DRYWALL 18' OG. MAX SPACING. ❑ r 1'X4' OR I'X2' P.T. NAILER 2XB4m SECURE TO BLOCK UM-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 04) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER IS* O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y: ) DOOR JAMB TO BLACK +3 3/4" WDMW TO BLACK +3 3/4' SCALE: N.T.S. i44i N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.eom L AA 8: 0003325 i J WtJ y Q o W (s1• 1p � C C 6: gluDDIV. de LOT. ABBOTT PARK LOT #40 BLK #9 13PROJECTip 04181.000-40093 MODEL3EEB "2260—ELSTON" GARAGE 81II1•TO: LEFT PAGE: DETAILS 160 MPH EXP. C oo PRINT 11/20/18 DATE: SCALE: 1/4"=1'-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2 117 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOFTILES Z017 FBCR I2/3l/Z= FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/32/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2039 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITIONS BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 12/18/2019 i N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.wm AA S: 0003325 c f.F:1 L aUDDIR 4r LOT ABBOTT PARK LOT #40 BLK #9 PRODUCT* 04181.000-40093 MODIBIo 3EEB "2260-ELSTON" GAP—*GZ aVDM: LEFT PAOT4: PRODUCT APPROVAL LISTING 160 MPH EXP. C DATM 11/20/19 MAIM 1/4"=1'-0" skill T D4 PRE ORRMED CONTROL JOINT - FLANGE OF CONTROL JOINTS Td TEE MIRED TIED TO LATH • S' OL. MAX (VERTU. Nam, DO NOT PASTTW CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES UV SSECLOS I CCOMTTRROL USED JOSR TV�- DUtlNG INSTALLATION —� ED ' 1' O.C. MAX VERTICALLY 'A"""''A"""' TO IDE SPAC J' TMIICK, 3 COAT CF]'ENT PLASTER UM LAYER R, PORTIFIBERR OUILDWG PAPER APPROVED METAL LATM FASTENED -'1' (VERTJ O.C. MAX AT SUPPORTS WRB LAYER -1. STUCCO WRAP WOOD SNEATHWG WOM110m LATH SHA0-139 LL BE (.CMN410U9 LATI M JOINTS am EE STOPPED TED AT EACH SIDE. %RONDE 2X4 DLOCKM PER ,LeTM CISi3 PLACED PLAT MAYL S' TO S' 1JDU PROM CONTROL JOINT WEN CONTROL JOINT PALLS ON L ASTENERS POR LATH TO DE NAILS Olt i STRUCTURAL STUD STAPLES IN COMPLIANCE WV ASTM C10S3 2. MIRE TIES TO BE (NO. 10) VAV418' MIRE 3. BLOCKING SMOIW MAY OR IN ADDrr\ TO WALL STUDS REQURED PER PLAN I�IIWINN�VIMI ilrliWN �' IWii I n"M" TYPE CONTROL JOINT OLIIp.D PSN1Ip RR.A OLR%D—a Pr. A 1 eler4RR . PL D A CRTAIN. R.0 OL FOLD WARD . R.4 2. CIEAM R Pr. D rOLO Ns O OL HOLD NRMIRD . rR. 4 2.alAK RR.D 2. cnUAR[ . IR. c L row PT,c Om M. D TILL PT. C TOWala DOTTan R ANWe 41, sorfom MAN= "-'""W RYTgR TRLIrt MAL POLO. o¢ HIM art. IT THICK, 3 COAT DEMENT PLASTER (PR NVA VY 2 COAT Ce-NT FLAW II R (CKV UPS LAYER 4, PORTFIOER BUW.DWG PAPER(nwa owy) RIa4 PLASWO(on DWTAL) wT4u Ialxart rLAD— AT eorrorl o POCP . ROLL Rnerlcrlo�D APPROVED OUILDING W4AP SHALL BE LAPPED A MINMIM OF S' • VERTICAL LAPS (ROLL 4'x4' SELF-ADIERWG P131DRANE PLASHW6 (COMPATIBLE W) bIDU1iE 6 ENDS) 4 i' • HORIZONTAL LAPS. MIRAP MATERIAL) OVER 4' ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P APPROVED HOUSE WRAP. - MITE FORTIOER SMEATMWG TAPE PLASHING TO EXTEND ONTO PIPE I / I. OR LESS PIPE. ^L / \ PENETRATION .:`',::. , :. 1 :'. FFLASNSYv fC0 P TA IDLE UV HOUSE WRAP MATERIAL) OVER 4'R4' SELF-AD1EIM MB'RRAlE FLASHING OVER APPROVED / r rxN. LAP .METAL uTR \- i MOUSE WRAP. �'•.; } RLILMIDY" TO EMEND ONTO PIPE X2. X X X art AND OVERLAP ONE SIDE OF . METAL LATH SELF-ADbERI d. MWFT'ERNE FLASHING CUT AND OVERLAP ONE SIDE Or ISTEP 01 STEP 02_ FLABNRUG RING MEMID iME URS LAYER FL j' THICK 3 COAT CEMENT MIRB LAYER B. 8111C(JO UARAP I PLASTER S7UC:C0 WRAP v MM PA2 LAP aELw aaY / METAL LATW LAYER V. PORTFIBER -2. UNRB LAYER , FORTIPIEER I WRB LAYER 4, FORTFIBER BUILDWG PAPER SUL BIUILDWG PAPER �F3IUILDING PAPER METAL LATH IURB LAYER % S'xb' SELF-ADNERPY MEMORANE URA% STUCCOPLAS"1,0 OVER 45W SELF-ADIERWC MErVNtAE INSTALL FASTENERS (CLIPS. FLASHNG OVER APPROVED WIOOD SHEATHNi4 STRAPS, STAPLES) AS REQUIRED TO SECURE MOUSE WRAP. FiAB{NNNCs TO EXTEND ONTO PIPE PIPET MIRE TO PRAMWG 4'x4' SELF-ADIERNG 11@1BIRANE PLASNN3 OVER APPROVED HOUSE WRAP. r nrl uTN LAP. �• PIER ALL L1P FLASNIG To EMEND ONTO PIPE 2 W CONT. BEAD OF SEALANT BGALE. I VJ'.I'-o INSTALL APPROVED HOUSEURAP AIR INFILTRATION BARRIER OVER ® KIC KO UT DETAIL MIM T Wff REAL MONO OR aa.ORR OO Ror = VERTICAL LATH & PAPER DETAIL N2>EL ON" LAPS OP METAL PLASTER OASES SHALL BE SECURED TO TREY SMALL BE TIED BETWEEN SUPPORTS UNTH 0D415-N (121411) MIRE AT INTERVALS NOT MORE TMAN S' (22S-MM AS PER ASTM VA*3 lal FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W 44CXM WRAP TAPE PER MANUP SPEC, OR PEEL 4 STICK Wow SHEATI OUILDI PAPER STUCCI HORIZONTAL LATH & PAPER DETAIL 4. PER WOOD SHEATWING OR CMU WR5 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 WR5 4 TAPE OVER ROOFNIALL SCREED 5'X5' '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.TS. SECTION PER SECTION R703.7 F oRtla@drg and UoMartrn Exterior use of th U.. Cement pester sheN eanpY WiN IR appticeWon requirerrRnts of ASTM C 926-12A. Installation of edenor Wftrig and RaniiW sNalt Carney Wth ASTM C 106112A. PIPE PENETRATION DETAIL (F AI -r C LEGEND DRAINAGE PLANE (WR5 LAYER #1, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER- 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-84-1-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdlsigngroup.com AA #: 0003325 5 § 1 Re ABBOTT PARK LOT #40 BLK #9 PROJECT*I 04181.000-40093 MODEL' 3EEB "2260-ELSTON" GAEtAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C A P'urrr 11/20/19 DATE: SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD WR5 LAYER 9, Anrrrj aa1RRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQIUENCE OF FLASHING TO BE. L BOTTOM. 2. SIDES. 3_ TOP VENT CAP 18 TO BE BET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL AROUND ALL SIDES,& CAULKING • JONT PER SECTION R703.7 Ex*lor Istilm and daeterin9 Exterior use of Portland cement piaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. ;I ... HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATWING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRIS LAYER -2, FORTIFIBER BUILDING PAPER woo — CONSTUCTICN Vil—METAL LATH 9' CMLI VNYI. CA:SRYG BEAD 6' RAISED BAND 1, V TO Yt' MID -WALL G=em wrrs¢¢n 6' MDE STRIP SELF ADHESIVE FLAMING, CLEAN MASONRY BEFORE APPLYING i FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER •1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0S, MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADI-ES0 FLASHING (INSTA PER MANUF. SPE BUILDING PAPRF UNDER 'QUICK F l A VENT PENETRATION SCALE: N.TS. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION �ELEG. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER j' THICK 3 COAT CEMENT PLASTER Ya' TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "' c "�' ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES .O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEUIRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX. APPLY TO FAX EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WR5 LAYER 9, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH TAY TEX URED FINISH • WOOD .FASTEN TO WOOD STRUCTURAL MEMBER • T' OG. MAX TO)p HID -WALL umeGs arneen 6' MDE STRIP SELF ADFIESIVE FLASWUl CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 9, STUCCO WRAP CUT 'X' INTO 7 SELF -ADHERING 1 MEMBRANE FLASHING APPLY SELF-AD14ERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP 01 STEP #2 IURB LAYER N, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® LMBRANEI MELASHING I WRB LAYER •1, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 h E IY w w a O r m J J oitt�b��� p FA7B ae PARK #40 #9 # 04181.000-40093 MODEL: 3EEB "2260—EISTON" GARAGE 8TrMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C �1 "111R NO OVA J DATE: 11/20/19 DATE: SCALE: 1/4"=1'-0" SHEET WA2 IF WOOD SHEATHIWs EXT. WOOD FRAMED WALL COLUMN SHEATHING WRB LAYER -1, STUCCO WRAP SUB -FLOOR ` . WEATHER RESISTIVE BAKER WOOD WIRE, LAYER 4, FORTIFIBER FINISH LAYER (2 LAYER 3• X 3' 26 GA GALV. METAL DRIP EDGE }-'• WEATHER RESISTIVE BARRIER 4 CONSTRUCTION BUILDING PAPER PRE-ENG'D TFRam PEEL t STICK) SET M FULL BED OF _ ?1 HAT CHANNEL J' THICK, PLASTER 6' PEEL t IN. SPACE PROM DRIP I 6' SAF. \ PEEL t STIFK W/96' TYPE x' DRYWALL BARRER'1 STICK • DRIP �Q 6' BAH. • TOP OF WEEP EP SCREED WEATHER RESISTIVE EDGE TO FACE TO TREX 1 Xi'x3' 'L' FLASHING TO SHEATHING: BEHIND WEEP SCREED BARRIER DECK FULLY EMBEDDED 4• POSITIVE DRAM ]' THICK, 3 GOAT CEMENT RIES ROOF CEMENT WOOD SHEATHING urFP t+e-�eFn PLASTER ) X 3' 26 GA GALV. 1441 N. RONALD REAGAN BLVD -- — METAL LATH FOR B TAR PROD METAL LOPH: WRB LAYER 'I, � - ,\ I )VXI ■1i P.T. OR SIMULATED t SEALAN'GAP Yi GAP FOR BACKER SET M FULL E EO OF 40-777F4-6078 STUCCO WRAP WOOD SHEATI-WNG I WOOD (TREX) FILLER ROD t SEALANT SEALANT, K' MIN. FAX: 407-774-4078 J' THICK, 3 COAT CEMENT CONTINUOUS VINYL CASING BEAD - *. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE www.abdesl n u com p P. PLASTER i' - 6 �-� � WATER PROOFING let 1 WEATHER RESISTIVE VINYL CASING BEAD 1. ; j BARRIER N AA #: 0003325 �` �` FLASHING WRAPPED LAYER (2 LAYER PEEL t BARRIER M i . i • TOP OF WEEP SCREED '- EXTERIOR GRADE WEATHER RESISTIVE TO SHEATHING BELOW DRY WALL STICK) WRAPPED FROM%l:,% BARRIER ' BALCONY DECK TO n BARRIER RESISTIVE WATERR C2�AYER PEEL EXTERIOR COLUMN i \ UIRB LAYER q, i' THICK 3 COAT CANTILEVER 5 '�'""• t STICK) :r s�e.ui'� COLUMN SHEATHING STUCCO WRAP 4' POSITIVE DRAM PIASTER 1 i neeP SCREED 6' PEEL t STICK • -' -'--- I/INYL CORNER BEAD DRIP EDGE TO DECK DECK MEMBRANE. 6' SAP. PEEL t STIGIC FLASHING EXTEND OVER DRIP ---- WRB LAYER -1, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® EDGE FULLY EMBEDDED IN --- i SEPARATE ACCESSORIES ONLY) 3• X 3' 26 GA GALV. BUB FLOOR ROOF CEMENT METAL DRIP EDGE s�... 6' SELF-ADHEREING SET M FULL BED OF \ FLASHING WRAPPED I METAL X 3' RI E GE 1)4'XI �'i P.T. OR SIMULATED SPACE FROM DRIP SET IN FILL BED OF WRB LAYER ■1, r i .9 CORNER OF CANTILEVER WOOD (TREX) FILLER FACE TO TREX 1)j'XI V P.T. OR SIMULATED STUCCO WRAP v NTINUOUS . I1 i �- 4CO ' POSITIVE DRAM G BEAD WOOD (TREX) FILLER SEALANT.)V MIN. AMIGO AM66-WRIIG-TS0 I i:rFP N!'slFFn Yi GAP FOR VINYL CASINCONTINUOUS CLSTOM CASING BEAD SPACE FROM DRIP ROD t SEALANT WATER PROOFING let FACE TO iREX FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t Yi GAP FOR SEALANT VINYL CASRNG BEAD OPT. BACKER ROD. ILEVER DRIP PEEL t STICK) STICKBALL WRAPPED FROM WATER PROOFING lot 3/4 RESILIENT BALCONY DECK TO MODIFIED 90 LAYER (2 LAYER PEEL t NO GAP IN FIELD HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN POR CLARIFICATION OF @PAMi J'THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) EDGE PIASTER VINYL CASING BEAD CANTILEVER CASING BEAD METAL LATH i' THICK, 3 COAT CEMENT 5/8' TYPE 'X• DRYWALL WOOD SHEATHING PLASTER h F F m m W b pp Q oirtirr���� 10A DTL.® CANT. I WEATHER RESISTIVE SCALE: 1 1/2'•1'-V LEGEND FWI/NISH RED t PAINTED UWTEXT REDX'4PDRYWALL ED METAL LATH BARRIER 'I WEATHER RESISTIVE FINISH WOOD SHEATHING MASTER 3 COAT CEMENT BARRIER 4 DRAINAGE PLANE (WRB a`PO"TI"� D1� 4' F-wiVS DRAM UEEP SCREED P THIfCK 3 GOAT CEMENT uFEe or�■xFn NOTE" VINYL CORNER BEAD PLASTER LAYER "I, STUCCO WRAP) VINYL CASING BEAD NO GAp M FIELD VINYL CORNER BEND (SHOWN FOR CLARIFICATION OF METAL LATH: LATH TO BE PER SECTION (SHGUN FOR CLARIFICATION OF VINYL cA6UNG BEAD SEPARATE ACCESSORIES ONLY V! R-103.1.1 / ASTM C-847 -09, MIN. 2.5 LBS. WRB LAYER *2 (FORTIRBER ...... — — SEPARATE ACCESSORIES ONLY) w PER SQ. YARD (UTILITY OR NOMINAL BUILDINGS PAPER) BALCONY DRIP BALCONY DRIP i 11 EDGE INSTALLATION 11 EDGE INSTALLATION 0 COLUMN = LATH ROES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x (W/"L" FLASHING r SCALE: NTS WOOD CONSTRUCTION STUCCO WOOD SHEATHING WEATHER BARRIER -1 WOOD SHEATHINCx 2x FRAMING MEMBER STUCCO LAYER 61, STUCCO WRAP 3/ I RESILIENT WEATHER RESISTIVE i HAT CHANNEL �' THICK 3 COAT CEMENT BARRIER � SELF-ADHESIVE FLASHING: — — — — — PLASTER ' .± WOOD SHEATHING VINYL CASING BEAD UJRB LAYER -2, FORTIFIBER '' } J' THICK,3 COAT CEMENT • CORNER BEAD BUILDING PAPER 2 I/z WRB LAYER 01, 5/S' TYPE 'X' DRYWALL METAL LATH FASTENED TO SHEATHING: -1' METAL LATH � :� ! � I I STUCCO WRAP W/TEXTURED t PAINTED FINISH WOOD SHEA741BJCa - to O.G. MAX. I 1 THICK, 3 AT CEMENT �,. � i WRB LAYER 02, FORTIF15ER THICK 3 GOAT CEMENT ' {.:. (2) 2x12 HEADER PLASTER ; BUILDINGS PAPER PLASTER n ' WRB LAYER 01, WSELF-ADHERING METAL LATH VINYL CORNER BEAD a POSITIVE DRAIN WEEP SCREED ` STUCCO WRAP FLASHING (EXPLODED �• THICK, 3 COAT CEMENT VINYL CASNG BEAD NO GAP IN FIELD WOOD SHEATHING IEW FOR PLASTER (SWOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP :. �� CLARITY) 11D DRIP EDGE WRB LAYER 02, FORTIFIBER INSTALLATION BUILDINGS PAPER WINDOW FLANGE WRB L YER "I, WOOD CCNSTRucITDN 14 A CORNER BEAD OPFRAME STUCGQ, WRAP E (LEATHER RESISTIVE WLAYER 4RB FORTIFIBER - stmDm aLOT ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL& 3EEB "2260—ELSTON" GARAGE AMINO: LEFT PAGE: WALL ASSEMBLY DETAILS BARRIER -1 CORNER BEAD 160 MPH EXP. C BUILDING PAPER X• ARCH�TEC% WEATHER RESISTIVE (FASTENER < SPACING ®'1' O.G.) 1 i BARRIER 4 METAL LATH ■ : ■ VINYL CASING BEAD i' THICK 3 GOAT CEMENT ■ ■ PLASTER a' THICK, 3 COAT CEMENT 54. TYPE 'X' DRYWALL METAL LATH PLASTER FWW xTURED t PANTED WOOD SHEATHING WSELF-ADHERING ■ ' I i' THICK, 3 COAT CEMENT HEADER/BEAM CMU FLASHING PLASTER VINYL CORP. 4' S/e' THICK, 3 COAT CEMENT DRIP CAP ■ • AR NO 7 VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY pR�. V WYL CASING BEAD NO GAP M FIELD WINDOW FLANGE DATE: 11 20 19 / / (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD C BLOCK 15 B CASING BEAD @ WINDOW SCALE: 1 a =i•-o SHEET @bRIP EDGE INSTALLATION ( FRAME, NO BANDS WA3 WOOD SHEATHING CAgN43' B AD I-LASTER3 GOAT CEMENT THICK, 3 COAT CEMENT IX TRIM MEMBER TO TRIM METAL LATH SEALANT PLASTER - %� WRB LAYER 01, ' STUCCO TO t' METAL LATH ; STUCCO WRAP SIDING TRANSITION WRB LAYER -2, FORTIRBER WOOD SHEATHING BUILDING PAPER i WRB LAYER 02, FORTIF15ER Y SIDING WOOD SHEATHING BUILDING PAPER ' WRB LAYER 01, 1441 N. RONALD REAGAN BLVD = STUCCO WRAP I WINDOW FRAME 1 L PH: 407-77F4-6078 METAL LATH i i i — WRB LAYER •2, FORTIFIBER ; FAX. 407 774-4078 I ; ; I WRB LAYER 'I, WRB BUILDING PAPER LAYER 'Ir � , www.abdesigngroup.com J' THICK 3 COAT CEMENT WRB LAYER S2, FORTIFIBER STucco WRAP AA#0003325 00 PLASTER 1 MI III DING PAPER777� SruccO WRAP E-Z BEAD VINYL CASING i I ; (W/%' FLEXIBLE PVC BACKER ROD) 6'SELF-ADHERING METAL LATH GASINIG BEAD FLASHING 9' THICK, 3 COAT CEMENT FLASHING OR FEEL STICK VINYL ANGLED EXPLODED CASING BEAD VIEW FOR PLASTER SIDING T O STUCCO i WRB LAYER 01, STUCCO WRAP, I CLARITY) WRAPPED AROUND FRAMING CASING BEAD MEMBER i DRIP CAP 18 i 6' SELF ADHESIVE FLASHING (CROSS SECTION) WINDOW FLANGE ;.;?s: I 2X FRAMING WOOD SHEATHING 1 T�nON S�AOYER U)RAP -< MEMBERVINYL DETAIL BELOW EXPLODED ANGLED �� CASING BEAD ' :_x WOOD sA FOR CLARITY i WRB LAYER 02, FORTIFIESER EiUILDING PAPER i1u�E1¢RR�ESIerly@ ■ LATH UJEATHER RESISTIVE FARRIER UEA -'-----------------------------------------------f _ ; ----------------------------------------------- - , METAL i.� ��i aV6 YvELA�SIDING �i' �/ 6'SELF-ADWERING. -------- -- -- -- - ---------------------- ------------------ ---------------------------. C � �9 h J J a s 9 a J' THICK, 3 COAT CEMENT%: ■ PLASTER ': ; / s' SE.F-ADHERING I ° FLASHSr, L \ ` i LLEATHER RE818tIVE MARINERIESISTreE Y4' GAP TYP THICK, 3 COAT CEMENT BEAD PLASTER 6'SELF-ADHERING ISAIWWR-2 ' SEALANT CASING TO WINDOW METAL LATH , FLASHING N : I \ y • sELF-ADIRING R�ASHING ( 1 D MT \ — r METAL i WRB LAYER 02, FORTIFIBER DRIP GAP �R DONOR OR BUILDING PAPER 1 XTRIM WINDOW FRAME i E WINDOW FLANGE PlEMBER WOOD SHEATHING ; x x CASING BEAD O WINDOW G STLIOW CASIN 'X 6' 15"JILATER (FRAME, W/BAND) WCALLIKIN03 `:� 15C ORGAP APF4aOVED SEALANT ^ SrdQr_ 1 I "I,STUCCO SIDING TO STUCCO WRB LAYER WRAP 0 BLOCK TO FRAME I 1 WOOD SHEATHING 19 TRANSITION 1 1 6' WIDE PEEL < STICK 1 OVER FLANGE WINDOW FLANGE ; METAL LATH NOTE: E-Z BEAD VINYL CASING , METAL LATH: LATH TO BE PER SECTION I (W/%' FLEXIBLE PVC BACKER ROD) I WRB LAYER 0*1, R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. 2X FR AMING MEMBER IE STUCCO WRAP WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL \ APPLY FULL BED OF SEALANT BETWEEN ; LATH DOES NOT MEET SPECIFICATIONS) FLANGE • BUILDING WRAP BUILDING WRB LAYER •2, FORTIRBER !! I WRAP BUILDING PAPER IWOM URB LAYER #1, O TICH BEYOND WOOD SWEATI-IIN0. RASNM-CsR THICK, 3 COAT CEMENT STUCCO WRAP WEAnaR RESISTIVEBARRIER 'I uEAnaERRESIemE PLASTER + tlEATHER RESISTIVE ��/ \\ ER ABOVE OP BARRIER 7 ,/ �'Z FLABNdiG A E 2 BEAD WINDOW CASING WRB LAYER 02, FORTIFIBER S1F6X'R@v AL�81D°'G I R (RESISTIVE VINYL ANGLED BUILDINGc PAPER 6'SELF-ADFERING FLASHING _ `\ " UFATWEIREIQ RESISTIVE CASING BEAD METAL LATH STARTER STRIP sUBDIV. & LOT: ABBOTT PARK LOT ##40 BLK ##9 PROJECT# 04181.000-40093 MODEL- 3EEB "2260—ELSTON" GARAGE SIRING: LEFT PAGE - WALL ASSEMBLY DETAILS %160 MPH EXP. C VINYL CASING BEAD I I �� W LFLYDMETAL R70 Nor ean_K OR A 1■ THICK, 3 COAT CEMENT $ '�� DO NOTGA➢_KOR ! AEA STATE^ OIF (EXPLODED PLASTER GALv METAL i,— WEATHER RESISTIVE Z'�� BARRIER LEGEND . VIEW FOR _ 1 r' X !•' OF 'Z' FLASHNG `� Q . CLARITY) TRIM ImErIME "SOD T'�"" "�"1BER L ,}f BEAD r• X i' SIMULATED TRIM METDER DRAINAGE PLANE (WRE, VyxjOp (a FLEXIBLE PVC (BACKER ROD) C SELF-ADWRING LAYER MI, STUCCO WRAP) 6' SELF -ADHERING I , I FLASHING FLASHING \ WRB LAYER 02 (FORTIFIBER — — • — — , ; I CAP WCAULKING TµT TER \� OR APPROVE SEALANT BUILDING PAPER) IIJEAT�IER WABA TtlER RESISTIVE BARRIER RESISTIVE METAL LATH x—x—x—x CASING BEAD C9) RAISED WEATHER RESISi1VE %I BEAD VINYL CASING BARRIER R flAC FLEXIBLE PVD BACKER ROD) STUCCO DATE: BAND FRAME (FRAME) SIDING TO STUCCO um RESISTIVE SCALE: 1/4"=r—o" 17 A ER ® FRAME TO FRAME WOOD SHEATHING SCALE: 1 1/2'=1'-0' TRANSITION 9 SELF-ADHESIVE FLASHING — — — — WA4 A\\ / I \ " I / Y - - :- :* 2x6 SUB-BANb _ W/I'x4' NOTCH a r --- - - - END, WRAPPED IN c�v PEEL 4 STICK DRIP EDGE "1/8' TEXTURED I \\ FINISH a WOOD 1 \ + 1/2' TEXTURED \ \ FINISH a CMU \ / V METAL FASCIA \ \\ j WRAP YB° FROM \ ' STUCCO, I' FROM \ \ ! WOOD WALL \ /' \ \\\ " EXTERIOR WALL \\ �e (FRAME OR CMU) \ \\\ NOTE: NOTCH FOR 2X6 \\ \\ SUB BAND ONLY / 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINI6H • CMU METAL LATH METAL FASCIA WRAP k WOOD SHEATHING j OR CMU f WRB LAYER 01, STUCCO UJRAP(FRAME ONLY) — r. WRB LAYER 2, FORTIF15ER BUILDING PAPER __ _ (FRAME ONLY) 2X6 am BAND cn ROOFNG CEMENT DRIP EDGE ©FLAN 5 METAL KICK OUT —ROOF KICK OUT REMOVED \ FOR CLARITY -\T-ROOF DECK (BEYOND) , l \ \ DRIP EDGE, i' OFF WALL '(NOT INTO STUCCO) \\—�— 1-1/6' TEXTURED FINISH a \\ \ I'WOOD, 1/2' TEXTURED FINISH is CMU / 2x6 SUB -BAND W/IWI NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION ©PLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/126 NAILS 6'-8' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / 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 0 WALL 3• x x x x �' SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lkW' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEME-t tT 1w ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UVWx4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAY, 407-7744078 www.abdesigngrouP.00m AA #: 0003325 y � kt kl 99 o c ire ift � �t 0 s L I fA SVSDIEV BBOTT PARK LOT #40 BLK #9 PROJECTTp 04181.000-40093 MODE1. 3EEB "2260-ELSTON" GARAGE SVMr-: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C N DATE: 11/20/19 DATE: SCALE: 1/4"=l'-0" BFIEET WA6 30" MIN. EACH WAY MONOLITHIC FOOTING z } I' g STEEL REINFORCING IN GROUTED •• — - STEEL REINFORCING IN GROUTED Q .. CELL SEE PLAN FOR SIZE AND rr — a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a M SPACING REQUIREMENTS > I v— GARAGE DOOR Q U W I lv_ e RECESS fll U Jam. • - FM J g7 Era Q w 9" m - z 8"CMU WALL O 8" CMU WALL , . CORNER BARS, SAME SIZE AS BAR I w O io p Z +- 0'-0° ;.•1, e IN FOUNDATION WITH 30" LEG EACH w U N *- 0'-0" -4 WAY AT ALL CHANGES IN DIRECTIONS V) TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF IS CONTINUOUS -- MATCH AMOUNT OF CONTINUOUS BARS LLL CURB FOR . EXT PORCH SLAB SEE SLAB SCHEDULE "CHAMFER(2-STORY) .. - _VARIES —�SEE SLAB SCHEDULETOP OF GARAGE '- aI - CONTINUOUS STEEL MONOLITHICUNITS FOOTING REINFORCEMENT SEE SCHEDULE7;p. MASONRY SET AT ELEV: ISOLTION"CHAMFER (WHERE g (2STORV) 3 ft4 24' EXT. PORCH SLAB W/ tY2° ISOLATION} I 4" CHAMFER (1STORY)JOINT 6"CHAMFER (2STORY) .,W/1/2" APPLICABLE) ZE SCHEDULE JOINT (WHERE • at SEE SCHEDULE"APPLICABLE) nWHEN ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST ENT N MBE BAR QUANTITY 42" N AND BAR QUANTITY NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), LINO r,-"'\EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE n 2 S�-0" CORNER BARS DETAIL DOOR OPENING SCALE:3/4"=1'-0" @ GARAGE 4 SCALE: 314"=l'-W SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W! Sip 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE NEW REINF. BAR SPACING, SINGLE BTM. PLATE / Y' BTM. PLATE TO BE PT. a SECURED W/ 2- PART ". II TO BE PT. PROVIDE DBL. TOP WASH R SET IN HIGH STRENGTH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED tl 5 EPDXY. MIN. EMBED PLATE EPDXY Si/2"EMBED. MIN. @ 18" OC SLAB Wl10d MASONRY NAIL 16" O/C STAGGERED. GALVANIZED PIPE J Q 111 8", UNO 1 USP SPTH4 OR SPTH6 BTM MAX. 4DDlilONALMETAL W/FLARGE ABASE ¢ O FOLLOW ALL MANE. _ SPECIFICATIONS FOR ANUTORPI.RTE ANCHORS W/ CONNECTORS NOT rn Q USE AND 10d x 1 1/2°COMMON NAILS REQUIRED WHEN NO o 9 = a3 PREPARATION OF FILL ALL HOLES, DO NOT USE UPLIFT IS PRESENT. " p" HOLE. 10d x 3" w w W SEE SLAB SCHEDULE SLAB SCHEDULE SECURE FLANGE TO Q Q SLAB W/(4)1/4" X 2 1/4" --o� O O'Ic +_ 0'_0" [SEE , 0_0" TAPCONS 0' Q- TOP OF SLAB - TOP OF SLAB 4" CHAMFER (1-STORY) = . ° < . - — • J —e 6" CHAMFER (2-STORY) s e EQ. EQ. EE SCHEDULE EQ, EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 6 MONOLITHIC FOUNDATION 7 SCALE:34'=1'-0" (W/UPLIFT) SCALE:34"=,'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" sCALe:3/4"=,-0,. LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT Ar 7 STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Q BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL a PROVIDE OBL. TOP PLATE 16" O/C STAGGERED. .� ADDITIONAL METAL m U CONNECTORSNOT v a REQUIRED WHEN NO UPLIFT IS PRESENT. p U) 8" CMU WALL M 0•_c• POURED LINTEL CONT. (TYP.) 'rp•. 8" CMU FILLED CELL (TYP.) � � _ TOP OF SLAB ^—"'' '—�' SEE SLAB SCHEDULE 2X WALL FRAMING SLAB SCHEDULE 1/2" DIA. USP 725OSD BOLTS 5" TOP OF SLAB - -a` Z INTO MINIMUM EMBEDMCELL, a � "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND " CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX y ' — • POURED MONOLITHICALLY WITH < ------ FOUNDATION AND SLAB SEE SCHEDULE ,- T3 SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO. 9 SCALE:34"=1'-0 (NO UPLIFT &20OTI[N�!G AND COL. PAD BLOCK WALL CONNECTION l SCALE: 3/4"=1'-0" SCALE: 3/4"=l'-0" 1441 N" RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdesigngroup.com AA #: 0003325 1 J V m C LL IC yJ a �p� 5 F s m •a� 5 9 W x 0 s a StmDrv. ae LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL 3EEB "2260-ELSTON" GARAGE SIFMO: LEFT PAGE: DETAILS 160 MPH EXP. C rp7/119 DATE: 11/20I SCALE: 1/4-=1'-0" SHEET 6. S1.1A STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED g51 Q^ Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS PAVERS #4 REBAR (TYP.) 5 i < G w N 8" CMU WALL < a o 8" CMU WALL - 0'-0' TOP OF sLAB� '10EADWIll"NOSE TOI' OF sIAB N = W SEE SLAB SCHEDULEoZ ¢ ¢ SEE SLAB SCHEDULE 'at 1/2"RADIUS OR CHAMFER -° N O C CL ° 1^< TOP OF SLAB .°. �a //i •. roams a — _. ...< SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY Lz� g O ¢ • ° e• - . � m c9 EQ. .. EQ. SEE SCHEDULE EE SCHEDULE FOR WxD, BAR SIZE 'k FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2�XLTEOR 3 4 AT ALL PAVER AREAS SCALE: 1/2"=V-0" '=1'-0" 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 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 12'k9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. Q 16" USP SPTH4 OR SPTH6 BTM OC MAX. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 1 Odx3" ,-SEE SLAB SCHEDULE I SEE SCHEDULE V FOR WxD, BAR SIZE -----���"` AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL SCALE: 3/4"=l'-0" (W/ UPLIFT) EXT. PORCH SLAB Wl1/2" ISOLATIDN JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING Z � STEEL REINFORCING IN GROUTED Q d CELL SEE PLAN FOR SIZE AND 0 ` SPACING REQUIREMENTS rota U 0 U 0 r> Z 8" CMU WALL SEE SLAB SCHEDULE n 4" CHAMFER (1-STORY) CHAMFERZ ��6- MATCH STEEL REINFORCEMENT iv PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. ZW � Q 1/4 24" #5 30" #6 36' #7 42" PVC CHASE 6 THRU FOOTING SCALE: 3W'=1'-0" VG REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 3275O PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 N N 5 § d !� T e m�,pp 17 aUBDIV. &c LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL 3EEB "2260-ELSTON" GARAGE SVWG: LEFT PAGE: DETAILS 160 MPH EXP. C PRUIFT 1920 11/ DATE: / aCALM 1/4"=1'-0" aHEET S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bt LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r rq O J J iID 40 w 2 0 X SUIBDIV, & LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL• 3EEB "2260-ELSTON" GARAGE SIRNG: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C all DA 11/20/19 SCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM I 1 VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. •d a TIE RTICAL REBAR TO HORIZONTAL _ - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA Z #3 19" f > #4 24" U #B 30" #6 36' #7 42" HORIZONTAUVERTICAL 1 REINFORCING SCALE: 314"=1'-0" W U � U O NEW REINF. BAR a U SECURED W/2-PART a ( EPDXY. MIN. EMBED g 6", LINO = FOLLOW ALL MANE. Q U SPECIFICATIONS FOR _ USE AND m PREPARATION OF 0 Z m HOLE. WQ �Q'a •d 4v • �d d STEEL REINF. OF BONO.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=l'-0" A Z (V OFFSET METHOD CONTINUOUS BAR SIZE #3 19" 4888" METHOD #4 24" HORIZONTAUVERTICAL #5 30" 2 REINFORCING #7 22" SCALE: 3/4"=1'-0" #5 BARS a �.1 ,. 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-77445078 FAX, 407-7744078 www.abdesigngmp.com AA •: 0003325 6 [PROJECT# UHDIV. de LOT BBOTTPARK LOT #40 BLK #9 04181.000-40093 WODEL- 3EEB "2260- ELSTON" GARAGE SV►ING: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 11/20/19 SCALE: 1/4"=1'-0" SHEET S1.2A [PROJECT# UHDIV. de LOT BBOTTPARK LOT #40 BLK #9 04181.000-40093 WODEL- 3EEB "2260- ELSTON" GARAGE SV►ING: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 11/20/19 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9)10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ` x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK 81g S, REMARK DE3CRTPTION Oi (2)2x6 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x16 (i)#5 (1)#5 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 (105 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U.LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD PLF TYPE wa .seas st2a rlsaa WAM rum swm enam TYPE __ CJ RA LENGTH 3-0' (42') PRECAST 2231 r-(r (4r) PRECAST Igoe 4'-0" (547 PRECAST low 9-r (64D PRECAST 1217 G-10' (70") PRECAST 1062 Vmr (M PRECAST we r-r (SOD PRECAST 743 V 4• (112-) PRECAST 554 10'4' (12r) PRECAST 476 11•4- (13r) PRECAST 362 17-M (144') PRECAST 337 '�. 17-C (1607 PRECAST 2Bo IN-V (16D PRECAST 219 14•d (176') PRESTRESSED N.R. IV-C (184D PRESTRESSED NR 1T-' MITI PRESTRENED N.R. Iww (292D PRE87RE88ED N. 21'-C PM P(ffSRE88® N. 2rd' 12M9 PRESTRESSED RR 24'4r I'IES1RE88ED OD�OmOm om0000v O�mOmmm 01�m0000 m0�Om00 Imo©oar lll�ml000®l0 omo©o©o ca©mo©oo 000m000 oom®o©o oommm©o Ohm©mDO �v0000©v ®Do©mmo 0l�tt�t<�t�®0 ®®�ODOm 'o©00000 ( N.R. 120 740 440 1 444 1 4M I 10N 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TARN FROM WFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALIFD PER MANUFACTURES SPECIFICATIONS r4P (42') PRECAST 1025 1 1024 1 1598 4'4' (4r) PRECAST 765 M 1309 4--r (54D PRECAST 502 501 1073 64' (M') PRECAST 411 411 745 V-10' (70') PRECAST 340 339 616 94 (M PRECAST BUT 721 490 r4r (90D PRECAST 424 534 353 9'J' (11r) PRECAST 326 612 230 1841" (12S') PRECAST 284 KH 1S0 11'r (138) PRECAW 2110 462 1M Ir-v (I".) PRECAST 2" 4M 137 13-C (19r PRECAST 217 W4 110 WO (MSS) PRECAST 205 263 100 1r$ (17r) PRESTRESSED NR 254 91 19-r (184-) PACED NR 250 83 IrW Mr PREFIRESM N.R. 194 M 19'-4' Mn PRESTRESSED NR 148 52 21'-r (25r) PRESTRESSED N.R. 125 42 27-T p549 PRESTRESSED N.R. 116 40 24.47 Wn PRESTREIISED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT m0000mm ��m0�1�000 moo�000 ��m�OmO®0 �l��l�l0l�1010 �m00000 � ©�m0�00 " O©Kz r �"5^Er—= Q�Emn MEMO= . l0ira!9!�17!71�3'1@1Q!1C�1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE AN6Mg)M C OF BEARING PAST EACH SIDE OF V0001111 OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE It: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 8F16-1T/lM/0B BTM. @ 6'-8" 4 v 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwabdesigngroup.com AA is 0003325 b 8 14 W o Li SvsDry & 7,074 ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL.• 3EEB "2260-ELSTON" GARAGE STnNO: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C FD:TTNET:11/20: 1/4"=1'-0" T s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. SCE\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL \,\r` HEIGHT. Kok REINFORCING(L2) 4. THE LAST COURSE WILL BEABOND BEAM WITH (1)#5BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16" �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH p`)F' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. VERTICAL REBARWI IO" HOOK / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP, B ' PO FE 8xl6 DBL. BND TOP OF BEAM5 BOND BEAM W/ (1)Os- BAR tj $ EACH COURSE •\Q G 8x8 BOND BEAM TOP OF 7F • W/ BAR .ti. BONDBEAM� 30" TYPICAL =FILLED W/ GROUT I .�Y\p U =UNFILLED GROUT SOLID FROM TOP 'F .p1\O NOMINAL LINTEL TO TOP BOND OF OPENING IN WIDTH ((# OF #5'S, 2ND BOND BEAM BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 ��GO 16-1T/1 M/ B 8x8 PRECAST CONCRETE �a NOMINAL� LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP g' OPENING BEAM CORNER BOND BEAM COURSE OR 2 DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRECAST CONCRETE SCALE: 314"=1'-0" SCALE: 3/4"=1'-0" THAT XFXX - IT11 M/OB INDICATES A DOUBLE BOND BEAM PACED IN LINTEL LINTEL, W/O STEEL(L') REFER AND XFXX-1TlOWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP s OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM APCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8' FROM EACH END AND AT LOWER ELEVATION 1 8" O.C. MAX. MIN 1-114" _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST .3 1A,„ OR DRIVE PIN (MIN SHANK WINDOW Q SILL SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4')8- SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" lop 'L m EMBEDMENT Q 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /711 UPPER AND LOWER REQUIRED IN #5 MIN. 18" O. .MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT VCMU BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W! V OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL CONSTRUCTION SILL CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11n•=1'-0'• 5 SCALE:34"=1'-0" 3 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I — I SINGLE #5 CORNER i A BAR, 30x30 TURNED UP O I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN //�fUly ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77446078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 F yyy sVHDIV. do L,OT: ABBOTT PARK LOT #40 BLK #9 11PIROJECT# 04181.000-40093 1LODET- 3EEB "2260—ELSTON" GARAGE SMWC;: LEFT PAGE DETAILS 160 MPH EXP. C iu a AR N DRMT A1'E" 11/20/ 99 sCAL.E: 1/4"=1'-0" SHEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT D1 4x4 (31/2"x3 l/2') USP HTT4 W/ 5/8" DIA. x 5" SYR PT, WOOD POST EXP. BOLT r--------I FIRE I =RAFT STOP � 1 X4" SUB FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS it 3/4" PLYWOOD! DRAFT STOP iII' 1 PRE-ENG. FLR. JOISTS I I 1�1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIE�P DRAFT STOP DETAILS it II it TW- 11 11 11 11 11 n n n u u u tt n u tt u u -tip II II II II II II II II II II II II II II II II fl II II Il �1, II II II II II II II II II II II II II II II II It ItitIs it ItItof if toII II �� at u u II II II II II II 11 II II II 11 itII II II II II II II II it 11 11 II II IIFJ111 II II II II II II IIFJ31 J II II II II IIFJ211 II II 1 IT or fl IT If tt It If It tt [41''1if —1, II II II Ir rite II II II II 11 II II II II II Ii 11 11 11 11 11 II 11 11 11 HitIIII19 11 it 11 ItIIIIIIIIIIIIIIIIIIII II II II II II II II II II II') II II II it II II II II II II 1111nuau1111111I'�)IIIIIIIIIIIIIIIIiIII II II II II II II II 2X4 WOOD BEARING 11 a II 11 11 11 II 11 11 WALL WI SYP N0to It 11 I1 I1 1STU1 .2 II II TOP OF�W16- OOD II II II II II II II II IH 11 II II 11 11 WALL EL. 8'-8". 11 11 11 11 , It 11 11 11 11 1 Di 11 11 11 STUDS q& N1F—' HJ10 4 HJ7 1 x x PROVIDE DRAFTSTOPPING 1 m ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. --- -' PER FBCR 502.12 DBL = STUDS SECURE HD26 TO GIRDER W/ (4)10d X 1 1/2" NAILS, TO = CMU W/ 4 L3Ll6" TAPPER + USP LGUM46 W/ (4) 3/8" x 4" WEDGE BOLTS TO CMU AND (4) WS3 WOOD SCREWS TO BEAM N PRE FABRICATED I -JOIST x EJ4 u%=1*13A 24"O.C. MAX ,1A ---= ----98 108 3 c3 ----------- - USP HTA16 W/(2)1/2" WOOD PANELS FJ4 FLOOR FRAMING PLAN SCALE: 1/4" V-0" I -JOIST 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigflgroup.mm L AA S: 0003325 14 rq W d) 6 IA UBDIV. Ae I.OT BBOTT PARK LOT #40 BLK #9 ROJECT# #4181.000-40093 MODEL' 3EEB "2260-ELSTON" GARAGE 8TfWG: LEFT PAGE: FLOOR FRAMING PLAN ELEVATION 'H' 160 MPH EXP. C A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 B42) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1X2, 2x WOOD FASCIA SEE ARCHITECTURAL 2z SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", W x W-O' MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, T' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, 1_:1310LBS (2 STRAPS) TYPICAL TRUSS/ Na (" GIRDER CONNECTOR(§) GALE: 34"=1'-0" SEFJM BACI®tBIOCK THICKNESS 45D0 3/4" WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)12• WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 518" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. �SDALE:3/4"=V-0" (NO UPLIFT) DEPTH IWO —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5'D SGL. STUD OUTER 113 ( SPAN ONLY EDGE >518" ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR—� WITH (9) 1 Dd x 1 1/2" NAILS TO TRUSS EA. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6 % 8" x 4•-0•' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. `— (A) USP LUGT2 W/ (5) 1 POWERS GAL WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6" WEDGE BOLTS AND 1 x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED ix2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12" O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, 1_:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF G7 "' GIRDER CONNECTOR(§) SCA :34"=1'-0" L9 TA12 20 GAUGE W/ todx"2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUI-JOIST WITH - BACKER BLOCK HTTi6 W/5/8"A.B. WITH MIN. 7" EMBEDMENT TO SLAB IL (20) PO z • I 2-1Y1' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB —� 88�5 BACIERBLM 7MCK ES6 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS O (2) T2• WOOD PARET.S 90 2XLUMBER )LVL/WOOD POST CONNECTIONS 5 SCALE: 3X'=1'-0 _ u A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2)1Odz1-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 01 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4— WEDGE-SOLT/J-BOLT, 5" MIN. EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 BTM. OLE DIAMETER BB- USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 315•D OBL. STUD EMBED (22) 10d GALV. COMMON NAILS TO HEADER AND (2)1 Odxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (12) Iod GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (16) i0d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. STUD NOTCHING TO JOISTFL#25749 WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL O SCALE: i 1/2"=1'-0" ,� SCALE: 3!4"=1'-0" 6'-0" MAX (W/1X4) OR t0'-0" MAX (W/2X4) If 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d Q EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0•-0" TO 30'-0" (1) "X" BRACE 30'-1"TO 60--0 (3)'X' BRACE (1) "X" BRACE ®. CENTER (2)'W BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - iz4DIAGONAL SEE ARCHITECTURAL BTM.CHORD PRE-ENG GABLE TRUSS BRACING, SEE PLAN FOR LOCATION STIFFBACK (ASPER MAY NOT BE REQUIRED TRUSS ENG) BTM. CHORD OF WOOD ROOF TRUSSES ix4 BTM. CHORD BRACING 6'-0" O/C `—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 24" 24' MAX. W/ IOST W END B" MAX. SPACING END w/IJOIST T ACIN SEE FRAMING PLAN TYP TY? END I MAX MAX MAX LEDGERBD. 12'EXP. (2)2X8 SYP P.T. d FROM EDGE (2)2X12 SYP P.T. 3/4'EXR BOLT/J-BOLT W/2' LEDGER BOARD LEDGER BOARD TO BOLTIJEOLT W/2' WASHER 8 5 12- TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER 4 512' MIN. EMBED. (TYP) WUH (-JOIST BOLTSIJ-BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, W ALL AROUND BOLT. FI 2. SPLICE OF FRONT AND REAR L LEDGER SHOULD LAP A MIN OF Z 3 m 3. ALL BOLTS J- HAVE WASHERS (2) 2X12m 4. EXP. BOLTS/J410LTS SHOULD SYP PT NOT BE ANY CLOSER THAN 6" Z Z 5CO 5. ONLY LEDGER IN DIRECT (2) 2X8 CONFACT (REAR LEDGER) WRH ESYP PT CMUREWIRED TO BE PT. LE FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SIWMO CEIMIAL SPNMG A DOUBLE SYP 2x8 12" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3IN' 8" MAX. 24" O/C MAX. &� 1-JOIST WOOD LEDGER DETAIL 1 V SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4• 0- O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DNA. ANCHOR BOLT W/ Y' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W112d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)10d•s @ EACH TRUSS TO BE INSTALLED 101-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0•' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERALLOADS DUE TO WINDAND REQUIRE Q THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA #: 0003325 A 1 V W W O �F g � s 2 sUBDIV & LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL: 3EEB "2260-ELSTONf1 GARAGE STUNG: LEFT PACE: DETAILS (I -JOIST) 160 MPH EXP. C 11 I PRINT 11/20/19 DATE; scALE: 1/4"=1'-0" a*IEET S3.1A NOT USED 1 USP LFTA6 W/ (16) Sd COMMON NAILS 2x STUDS USP LFTA6 W/ (16) Sd EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING = 1 USP SPTH4/SPTH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x i 1/2"HDG NAILS FL#17239 WALL J FLOOR FRAMING, I -JOIST PARALLEL TO WALL SCALE: 3/4"=V-0" -i`-i`- 98 WOOD SCREWS I x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3l4" AS SHOWN I 8" CMU WALL REINF PER PLAN II - PER ELEVATION IUy 3�4� �16R- O 3Z N SCREW PATTERN p I -JOIST (SEE 3 Ov id FRAMING PLAN) P RELEVATION N DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS Q 12" O.C. BOLT SCHEDULE, 10/S3.1A. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" �`- LONG @ 3" O.C.; STAGGERED AS SHOWN 1 BL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S31A 1 8" CMU WALL REINF PER PLAN PER ELEVATION �, �4 LL .r SCREW PATTERN O z ?� AL 0'w wELZ PER ELEVATION w 24" M IJOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRESTOP SECTION DETAIL AT I -JOISTS PARALLEL A TO EXTERIOR WALL 4 SCALE: 3/4"=1'-0" NOT USED 5 NOT USED NOT USED 6 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHEO. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @24" O.C. A/�4 NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2z6 PT. PLATE TO BILK _ W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W! 2' A -USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14)10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 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 • USP SPTH4 OR SPTH6 BTM 1Y2" GYP. WL. BD. 0 AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ z rL FILL ALL HOLES, DO NOT USE 1/2'k9" WEDGE ANCHOR W/ 2" q IL, 2x4SECUREDLED tId's@EACH 10dx3" WASHER SET IN HIGH STRENGTH FOCMAX. TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED Q t0'-0" O.C. MAX. TRUSS EPDXY 5-1/2" EMBED. MIN. @ 16" 1 0a 10b 1 0c SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3/4"=1'-0" e n TOpCT10P, A -USP MTW-12 U: 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 • < B - USP HTW-20 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHU D4A U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/6^ A.T.R. TO PHD4A AND (10) WS3 WOOD _b TRUSS CONNECTION L.B.W. SCREWS TO POST FL#17240/FL#172419 9a P08TTO SLAB CONINECTWN SCALE: 3/4"=1'-0" A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (20)16d x 2-11T NAILS TO POST. FL#17324 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 wwwabdesigngroup.wm L AA #: 0GO3325 J a QQQQ W QQQ g LL LL a FS c c J LABBOTT HDIV. as LrO T T PARK LOT #40 BLK #9 JECTp 04181.000-40093 MODET- 3EEB "2260—ELSTON" GARAGE SVfMC;: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C 29'-8" 8'-0' 21'-F 4 2.1 0 io ao N Q o 4 Q n TOPS OF DECK Q r -- OPEN — j L—= --` =' 4 N v U-10" 8'-10" 9'-0" 2'-8" 6 4' E SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" i"i N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 N N iz Q o aLJHDIV. ae L.OT ABBOTT PARK LOT #40 BLK #9 PROJECT* 04181.000-40093 MODEIa 3EEB "2260-ELSTON" GARAGE SwiNG: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C D ' 11/20/19 SCALE: 1/4"=1'-0" SHEET S4 M LAP TOP PLATE A MIN. OF M. F AND NAIL W/ i 6d COMMON NAILS, 2-ROWS, 4" O.C. BTM. � LAP TO OCCUR OVER STUD 3/4"DIA. x 8" MIN. EXPANSION BOLT W/ 30 OVERSIZED WASHERS PLACED 16" O.C. 4" MIN. CONC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE ix Z WOOD OR 1/2"PLYWOOD < FILLER(S). NAIL ALL TOGETHER prl W/ i6d COMMON NAILS, W 2-ROWS, 6'O.C. SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW SECTION A -A SILL R HEADER FRAMING I I SHORT 2x STUDS BENEATH WINDOW SILLS 2z MI0.HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END - a> SIZE AND OUANITY 1- PROVIDE 1z WOOD FILLER(S). (] NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" USP RTi6A W/ 1 Od x 1 112" O.C. GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR ALL HOLES SPTHS TOP 8 BOTTOM FL#17236 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ IOd x AND NAIL W/ 16d COMMON 1 1/2" GALV. COMMON NAILS, 2-ROWS, 4" O.C. NAILS (AT EACH STUD) FILL ny / EVERY HOLE. DO NOT USE p 46U I 3" LONG NAILS FL#17244 DBL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6" 2x6 BLOCKING FOR SHUTTER O.0 INSTALLATION. PROVIDE 1/2" i` o PLYWOOD FILLER(S). NAIL N 4 ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.0 ;xir. 2x1019 (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/16d COMMON NAILS, 6" O.C. 2z6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 112" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. SINGLE BTM. PT PLATE LAP TOP PLATES AT CORNER, BTM. MEMBER OF TOP PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (9) EACH END TOTAL OF 18 2x MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS TYP. ONLY FL#17244 JACK STUDS W/ (2)16d NAILS EACH END SEE SCHED OR # STUDS NDER EADER 0 SEE SCHED FOR # FULL HEIGHT zx STUDS ri 4" IA "MIN OL ! 4" 3X3 OVERSIZED WASHERS PLACED 4" 32" MAX. TYP. TYP. 32" O/C 6" MIN CONC.EMBED. TYP. (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ i6d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (2) 2x10 (3) 2z10 (2) 2z12 (3) 2xl2 ST D8P M611CO.C. FW FACM02r0.C. 0-2ft m O U ¢ 2 2x4 2 2x4 2 2x4 (3 4 (3)2x4 SPAN KINGS03- KINGS 2x (2) 2x O 2x6 (2) 2z (2) 2x6 (2) 2x6 :(2) 6�(3) 2x62x4 3-4R 0-2fl 3-4ft 1 2 1 2 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 2z4 2x6 x )2z )2x () x62z62z 5-6ft 2x4 2x4 2x4 2 2x4 2 2z4 2 2x4 2 2x4 2 2x4 5- 6ft 3 2 x z z (2 2x6 (2) 6 (2) 2x6 7-8R 3 3 xx4 2x4 2 2x4 2 2x4 2 2x4 2 2x4T-BR 9-10ft 10 - 12 ft 5 5 4 32x4 x x x O 6 9-10ft 2x4 2x4 2xd 2 2xd 2 2xd 2 2x4 2 2x4 2x6 2x6 2 2x x6 10 12 ft 2x4 2x4 2x4 2z4 2x4 2 2x4 2 2x4 2 2z4 2.6 x x TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL I SCALE: 3/4"=1'-0" 16" MAX. 16" MAX. 16" MAX. PROVIDE (3) STUDS @ NAIL STUDS NAIL STUDS PROVIDE (3) STUDS @ CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d @ 12" O.C. 12d @ 17' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ PLYWOOD SHEATHING, CORNERS LAP TOP 'ROOFAV FASTENER SHEATHING SEE THING FALUFLOOR STENER FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16"MAX. PLYWOOD SHEATHING, SEE HSCHEDULE" "ROOFlWALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl EXTERIOR MASONRY / WOOD PRCOIRNERDE S CONNECTIONS LAPTOP PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE: VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d @ 12" O.C. UZI DIA. USP GALV. PFM SREW ANCHOR 5" MINIMUM 112" DIA. USP GALV. PFM SREW ANCHOR 5" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFNVALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 6" FROM ENDS AND FASTENER SCHEDULE" 16" O/C, VERTICALLY MAX 16" O/C, VERTICALLY MAX `"3 NAIL STUDS TOGETHER W/ 12d Q 12" O.C. I SHEATHING ON A �)E� I I A INTERIOR OR V u B EXTERK)R OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT LMIX4 (2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS Tff 69996M6. 999 M 1441 N. RONALA REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 6 q ¢ ¢ •S H a OR � 9 X 'Q SUBDIV. do Lo ABBOTT PARK LOT #40 BLK #9 PROJECT#1 04181.000-40093 MODEL 3EEB "2260-ELSTON" GARAGE STIMG: LEFT PAGE: DETAILS 160 MPH EXP. C • W x DF-p11/20719 SCALE- 1/4"=1'-0" SHEET S4.1A SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 b a V hJ W of J b 21 a Q C cl 9y ® SU13DIV. & LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL.• 3EEB "2260—ELSTON" GARAGE SWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C D TE 11/20/19 SCALE: 1/4"=1'-0" SHEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS 6 BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS 7 LINTELS SHALL HAVE 4" NOMINAL BEARING (4") 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS All1TFIl /1TYFDVIIICC HEADER SCHEDULE MARK DESMIIP&TIDN REMARK O(2)2x6 BEAM SCHEDULE ONUM INDICATES OPENING BELOW /T.O.B.=TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/T.O.A.=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P-0 ;�H, REINFORCEMENT STIRRUPS REMARKS BEM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" 4A/P'GMq SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH aua wt4e srxa a>4so ela6w ePxm 4P1649 ersm 74r (42') PRECAST 2231 4'4' (41n PRECAST 1906 4'$ (54') PRECAST 1599 64" (64-) PRECAST 1217 5-10' (709 PRECAST 1062 NO (7n PRECAST ON r6' M PRECAST 743 94' (112') PRECAST 554 1016(12r) PRECAST 475 IT-C (136) PRECAST 362 1Z-W (W-) PRECAST 337 W-C (16n PRECAST 296 W-W (169) PRECAST Z79 14-4r (17B') PRESTRESSED NR 164' (164') PRESTRESSED NA Ir4' (20n PRESfRESM NR I" mn ppE8TRE88ED KR 21'W On PRESTRIMED MR 224r (2649 PRFSTFEIISED KR 2{4r — PRESTRESSED Om�000m O��OmO 000vmom 'oomomm 0�00�00 'moms©om m000mov ucmKmzw:mK:m 0 moo===cr_ omovoov omovo== 0=00mm v �om000m oomo©mo E:mmmm v oom0000 oomomoo OD®�m00 ®omoomv ®omom�o 00��70m0 ®�00�00 0��0®00 KR _- _ 1A 944 4N 161 BM 1GiQ (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CASTCRETE ANY 201E EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MIWUFACTURES SPECIFICATIONS 74r (42) PRECAST 1025 1024 15M ,V-W (46) PRECAST 766 763 1309 4'4r (61-) PRECAST 692 501 1073 94" (84') PRECAST 411 411 746 F-10' ('P) PRECAST 340 339 610 9d (769 PRECAST 507 721 1 490 rd (909 PRECAST 424 534 383 9'-C (112') PRECAST 326 612 230 190 (12r) PRECAST 284 401 160 IT-C (131r) PRECAST 200 462 164 174r (1"') PRECAST 244 402 137 17-C (160") PRECAST 217 324 110 14'0 (16n PRECAST 205 293 100 14'4' (17n PRESTREISS) N.R 254 91 184' (164-) PRESiRf N.R. 250 33 Ir4' CM PRESIRESSEEI W.R. 194 64 194' (2M PNESTRESSM N.R. 148 52 21'4' 125611 PREPRE88FD NA 125 42 27-V (2541 PRESTRESSED N.R. 116 40 24'a MIT) PRESTRUISED N.R 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4pAw-6M98 I SAFE LOAD - POUNDS PER LINEAR FOOT m000�m0 moom000 moom000 m0000®Di mODOD®Di m�m0000 om�OmOml cr +Q* wm* om®000m y mmErm=Q1 Ow:mQ.r No! aura E.", No! QNT 0E!".Q1CT1Q7Q�@1 cm!!� =Emm ®@1Ei'ETrQmm=rm= Q,WEMQ*Q=Q' ' 61P76I6!!761R�6/'�!•��6r1.6!'!'1• (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE MIL INN 4' OF BEARNG PAST EACH SIDE OF NANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DMSION ACCEPTANCE* 16-0126.03 8F8-1T/OM/OB UNO PROVIDE BB2 4 WHERE ROOF TRUSSES BEAR. TOP OF WALL` _ M EL. 17'4" LINO 0 0 H LL m SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroupc0m AA #: 0003325 o � � b OR SU13DIV. de LOT: ABBOTT PARK LOT #40 BLK #9 PROJECT* 04181.000-40093 MODEL" 3EEB "2260-ELSTON" GARAGE SIW MG: LEFT I PAGE:SECOND FLOOR IFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C DAATE 11/20/19 SCALE: 1/4"=1'-0" SHEET S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LEIS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 312E 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 1/2'k3 12") USP HTT4 W/ 518" DtA. x 5" D1 SYP. PT, WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" r� 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA A: 0003325 F1 m J J SLJHDIV. Z LOT. ABBOTT PARK LOT #40 BLK #9 PROJECT#I 04181.000-40093 MODEL- 3EEB "2260-ELSTON" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION 'H' 160 MPH EXP. C ND A AR N DATE RDrr 11/20/19 SCALE: 1/4"=1'-0" SHEET 111,1 s6 WHEN INSTALLING (1) USP (1 OR 2) USP RT16A RT16A ON THE INSIDE TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. 10dxl i!2" HDG NAILS TO NAILSTOP PLATE W/ USP SPT24 TRUSS AND HOG NAILS TO NAIL PER MANUF. SPECS. TOP PLATE. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, 7� ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. — 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2) l d PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" GALV. COMMON NAILS. �—ENGINEERED W000 1x2 SECURED W/ 10 TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD A ALLOWABLE UPLIFT = 1160 LBS (1 STRAP) SEAMS B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) TYPICAL TRUSS/GIRDER CONNECTOR(S) ::'�la 1b SCALE: 3/4"=l'-0" PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'4" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRAGNG: SEE PLAN FOR LOCATION SECURE 2x PLATE TO WALL W/ 3/8"x6" THRU-BOLTS @ 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE WI 12d's 8" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ USP HGAI0KT @ 24" O.C. MAX 2. STUDS (1 OR 2) USP LUGT2 TRUSS ANCHOR WITH 10dxl 1/2" GALV. COMMON NAILS, FILL ALL HOLES. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4)16d TOENAILS, 2 EACH SIDE OF TRUSS — 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x STUDS —� 2x BLOCKING AT ALL PLYWOOD SEAMS A ALLOWABLE UPLIFT = 2260 LBS (1 STRAP) B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) TYPICAL GIRDER/TRUSS CONNECTOR(S) 2a 2b SCALE: 3/4"=V-0" TRUSS (fYP) @ 24" O.0 MAX FOR STRAPPING VERIFY W/TRUSS PLAN 21 STUDS CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ FRAME WALL 5 SCALE: 3!4"=1'-0" IPLIFT OT SHOWN SEE SHOP STUD TO E W/USP R MANUF. TOP PLATE ROLLOVER 3 STRAP DETAIL SCALE: 3/4"=T-0" 4 NOT USED 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www,a bdesigngrou p.com AA S: 0003325 1 • • a o Is SXMDIV. Qc LOT ABBOTT PARK LOT #40 BLK #9 PROJECT# 04181.000-40093 MODEL: 3EEB 2260- ELSTON" GARAGE SKIING: LEFT PAGE: DETAILS 160 MPH EXP. C 10 ��OLMD A AB9�G'�CRA� AR NO 37i PRINT 11/20/19 DATE: SCALE: 1/4"=1'-0" SHEET S6.1A w • >F—�F ROOF MPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1f2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. LPL ROOF WIND DESIGN PRESSURES T( ) ZONE 1 = 2157 ESE (31.57) ZONE =W99PSF(48.%) ZONES = 64.90 PSF (7498) 'A"= Y-0- END ZONE DISTANCE BASIC WIND SPEEO:180 MPH WIND EXPOSURE 'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF/ WALL! FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. Elk SHANK TENSILE STIR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM N664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4" O.C. .. TOP & BOTTOM EDGES .. Z Z OJ � W O LL Z Z S U O W . QV) Z O z K 2 C7 n 1 z a W S LEI GO GO Z m �. 11 Z z0 �w z Q U =/O a m J Z W K U w a�� i O LU 0 W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROl1F SHFATHIN(: .___—Imm ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 212" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 212" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM/ TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR BdTRNNEO CONCRETE EXPOSED TO EARTH OR WEATHERWOOD• NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SEE. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ARE TORE CHAMffERED 3IC. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 601 EDITION ALL EXPOSED EDGES OF CONCRETE ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. ED = 1100 PSI AND A MODULUS OF '= FOR STRUCTURAL CONCRETE, ACI AS SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENEVAPOR BARRIER MEMBRANE UNDER ALL STABS-ONLAOUND WHERE INDICATED ON ELASTICITY PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL L MEMBERS 013 COL6FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED FINCHES AND SEALED WITH ADHESIVE TAPE. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: OISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS. COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS. SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 601 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PSI 20 psf TOP CHORD -Rork rreM 10P sf BTM CHORD+ronCpnaurrent DEAD LOAD 15 p f TOP CHORD (7 paf W/ ASPHALT SHINGLES) 10 PST BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 OPSf DEAD LOAD 20 PST TOP CHORD (10 PSf W/ No GYPCRETE) 5 PST BTM CHORD BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 PST WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0.00, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTECEW000 TRUSS CONSTRUCTION:, AND TPUWTCA BCSI I" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =100 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pst, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf 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" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WHH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ONTHETRUSS AND GIRDER REACTIONS. OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BYTHE MASONRY STANDARDS JOINT COMMITTEE' PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE Pm = 7500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL 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' CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATEAND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION , WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S' MORTAR SHALL BE USED E ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS PROPORTIONED AND MIXED AS OUTLINED UNNDERDER ASTM 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 6TREAT ALL SOIL FOR TERMITE PROTECTION. BE1557. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNCAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTORSHNL SUBMIT PROPOSED MIX DESK;;'LS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MD( PRXXRTO CONCRETE P ACEMIEW. CONCRETE SLUMP SWILL NOT EXCEED 5'+4 PRIOR TO THE ADDITION OF PLASTIMER CONCRETE SHALL COMPLY WITH ALL THE REOUIREMENTS OF ACI 3D1 AND ASTM C-94 OR MEASURING, MWNG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNNL IT IS DEPOSITED IN ITS FINAL POSITION STALL 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 RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FORCOICRETEEXPOSEDTOEARTH AND/ORWEATHER 1-17Y FOR #6 AND SMW.ER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT D(POSEDTO WEATHER 3)C FOR SUBS, WALLS AND JOISTS 1-IrT FOR BEAM AND COLLAN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., LINO STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kSt. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MPLICIATgN SITE TYPE SPADING PPRICATION sIZE TYPE SPACWG IREMMxS PT MgSONNY/GONG. CASE HAgL4NED Wx 11?LONG. 6.0� 1l4"ON. NO WASHER TAP—MA4CNRY FASTEiE0. Q,� "I ENBED�4•END DST., K EM. WORE SEE NOTE a GSErvMDEFEDOJIL 9-OIC STAGGERED W DOWIDOOro FAS1ENE0 IN10 AUSOMVACONC. GARAGEDOOR.C. TO AW,PANRYA.UNG. 1?DK WI ABHER IXPANSIW BOLT 1A OC IEMBE0., 4•END SEDGE DST. wNoowa« aaG sTA`GGE_ wWDOWO00fLEAsENED WTOAL1sDNRYfcoNG. wTALSTRAPTo AAAsoNRVAGorvG. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS Xr. SW91G WOR BUCK.n T. SEE NOTE6 111YKYlW. NO-- -rMCON• FASTNER f6'O/C 1I7ENSE0. W ENO. DIST.,111-EDGE DST. NON6FARING WOOD TO GONG. SLAB tT EXPA .— 2a OC 4..- --•- W/WASHER BOLT T., S'EDGE DST. INWW BUCK ]6•PAFX3fB' " EEDGE OIT.trz PT TO SNEELGOL., SEE DtyyA yAgyIER STAGGERED EDGE OTE 6 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAT TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 J Lbb�y� O J J 0 NNN NNN 8 SUDDIV. & LOT ABBOTT PARK LOT #40 BLK #9 [PROJECT# 04181.000-40093 MODEL.• 3EEB r 2260-ELSTONr1 GARAGE SWV4G: LEFT PAGE: DETAILS 160 MPH EXP. C Dw 11/20/19 3C /4"=1'-0" a>EIEET S N 1 C, ., �C/m J✓ 0 a