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HomeMy WebLinkAbout7882 Broad Pointe Dr99 1408-DAKOTA99 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 "��•� il1t� , �1`�H'Z i'•p CO ANDr�a+�� e e �Mk�4`1.� Y�` r rC�� E, N ORDI��- jr-00 �Z�� � C.)HOMES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pI,OIDDA BUUM/G CODZ, Rssmo m SM EDITION 12017) -AMID= AND STATE OODIM -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B •BASIC HIND SPEED - Vtilt=160 MPH Vasa=124 MPH :EXPOSURE — C •I -STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLR. CLEAR coN'c. CONCRETE CPT' CARPET C.T. CERAMIC TILE D. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL OF. DEEP DR DOOR Up DOWNSPOUT DOWNSPOUT DW. DSHWASHER EA. EACH ELEV. ELEVA'HON EQ. EQUAL ExH. EXHAUST EXT. EXTERIOR F.G./FX. FIXED GLASS P.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULTS( RCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSLO H.C. HOLLOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. LUM. M.C. MFR. MIN. M.T. MTD. MTL. N.T.S. O.C. P.I P.B. PH. PLT. PLYWD. PIL P.T. IL RAD. R.A.G. REF. RM. R.O. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. SL.GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TAP. U.N.O. V.P. W. w/ WD. WOW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM SO DCOREEXT°DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATB DESCRIPTION 10104A plp SET 1881ED ARCHITECTURAL SHEET # DESCRIPTION 03/I6/IA ADDED 2X6 WALL BE14 D WA&AER 1 DRYER 064VIS ADDED LED LIGHTII • KRCNEN 1 SATHR00M8 PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2H-ELEVATION "B" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS 06/211" ADDED "PA110OPTION I0/02/I9 DELETE ARCH t1 HALLWAY PER MARK DowEs OV040 REPLACE u8P CONNECTORS WTH AM1P m Comm" 03na/t® PLANMANTENMICE 01MWM ADDED RADON Olf" RXM TITLE CHANGE • 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 , SQ.FT. CALL. S LIva+G 1408 8Q. FT. GARAGE 424 8Q. FT. ENTRY I6 Sa FT. TOTAL 18" BQ. FT. BKIO PATIO W BQ. FT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS PG SNl-DETAILS i 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 BUDDER 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 WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. I 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 T PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 e � !;-40 IA usDm & LOT. BBOTT PARK LOT #20 BLK. #8 ROJECT#M 04181.000-20081 "E" 1408" "DAKOTA" GARAGE 8111ING: LEFT PAGE: COVER SHEET 160 H C D TE 10/15/20 SCALE: 1/4"=l'-O" 8HEET 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE NTH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SWTE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES 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 R30Z5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION 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 % INCH GYPSUM BOARD OR EQUIVALENT, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PUNTBINO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' 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. UMRIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, !/' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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-C-1063-11A & 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 -15A AND R703.7. FIRE RESWSTANr 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. EUEF" CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA 8: 0003325 Ita"I 0 4$ r EUBDM & LOT.il ABBOTT PARK LOT #20 BLK. #8 PliOJECT# 04181.000-20081 MODEP 1408" "DAKOTA" GARAGE IBWING: LEFT PAGE: GENERAL NOTES 160 MPH QN, C DA E:: 10/15/20 INCA=: 1/4"=1"-0" SHEET GN PATIO e W-W x W-W s 35-SH EGRESS Hg (2) 25-BH 6068 SGD. 0 #1 BEW-W GREAT M - CL6 ; i0 N A — � AI �� m I ao I � • • � 6 IL SINK DW � I Ili-8dC1Q �f' - 8w0'CLdk i� Q Io ' ITC�C HEN a s BEDROOM #3 i 9 r 6'-0' CIA in � V r W 9 — , ;;I UTIIITY PANTRY OPT. �I u! y-p� q g NEI i REF ,, ro O — — — — IR-IBH 20 MIN I I II- I I+ ® 0 r I 2z'x5a' i 2 CAR ATTIC I GARAGE I i I I• s L_ AGGE88� W-0 CL& ° L I E BATH#2 s COLLARD AS REQ. PER CLOG. CODE �q - ------ 5-SN N n n 20'-2' 5'-2' W-O 2'-2' 6'-6' iq 20% _ L1 BEDROOM #2 = HC EHTRY r-r 9 Ib'-0'XT'-O'O.HD. EGRESS EXTERIOR MASONRY SQ.FT. CALC. S WALL ®RG. HEIGHTS LIVa1G 1400 $a FT. ® GARAGE 424 SQ FT. 8'-0' BRIG ENTRY 16 SQ. FT. TOTAL 1848 Sa FT. 840 PATIO 80 80. FT. GOIPOIBIf AaD CLIOONB NID LOADB eAec ww aana�E Ron a eEoolS alela GP� 811WE m1E 801PN81D8AU FBWU NDTft FOOTAGE WINDOW 9 34/-45 C CRITERIA EXTERIOR OWING IB 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 160i0 O.H.D. 112 1 5 28.2/-315 BASIC HIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = i 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWDA15WIIIIIII C TOP PLATE in BAR DETAIL A SCALE: 1'-0' FLOOR PLAN SCALE: 1/4' • I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS ESETWEEN THE GARAGE AND RESIDENCE SHALL ME EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMC-CORE STEEL DOORS NOT LEN THAN 13/8' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. U N. RONALD REAGAN 01 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdeWgngmup.com AA #: G003325 K�K C 3 g 8LJ13DTV. ae LOT: ABBOTT PARK LOT #20 BLK. #8 PROJECT/ 04181,000-20081 WODE,,J. 1408" "DAKOTA" GARAGE 8WING: LEFT PAGE: FLOOR PLAN 160 MPH W, C rD:At'o 10/15/0TAl SHINGLE ROOF 6' RAISED BAND S'-0' BRG. HGT.s _ OPT. COACH LIGHT 0'-0' FIN. FLR.r, BLDG. HGT. 12 ❑ � v 00 00 r FRONT ELEVATION SCALE: V4 - I'-& TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 8'-0' BRG. HGT.,o --.— '-0' 4B Ii 0'-O' FIN. FLR. , 4' RAISED BAND 8'-0' BRG. HST ' DECO. ❑ SHUTTER II 4B I i 0—�— 0' FIN. FLR. ------- S'-O' BRG. HGT.o _ 4B I II 0'-0' FIN. FLR I I OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT AREAOFATTIC 2364 SO, FT. NETFREEVENTIIATION AREA REQUIRED - V30D REQUIRED VENTILATION AREA = 2364/30D 7.88 VENTILATION AREA SQ, INCHES PER FT. (140 1134.72 SO, IN. MN. REQUIRED VENTILATION .SX 11MLM IN UPPER PORTION OF ATTIC - 567.36 SO, IN. OFF RIDGEVEITILATION AREA = 125 SQ. IN. PER VENT 56736 /115 TOTAL#OF VENTS REQUIRED IL93357 TOTAL#OF VENTS PROVIDED 5 'AREAOF ATTIC IS THE PERIMTER OF THE NOOSE, LESS THE OVERHANG D(TERIOR OF WALLTO EXTERIOR OF WALL. NO OVERHANGS INCLUDED i0 a REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH -0. 0'-0' BRG. HGT.s _ S'-0' BRG. HGT. 0' IE] 16'-6• El I� m II 0'-0' FIN. FLR, I I w0'-0' FIN. FLR 41 ---------------------- ______--____------- —_--__ RIGHT ELEVATION SCALE: 114 • 1'-0' TEXTURED FINISH oS -0 O'-O' FIN, FLR 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 C N evHa><v. ae ' ABBOTT PARK LOT #20 BLK. #8 P1tOJECT# 04181.000-200 1 acoaE 1408" "DAKOTA" GAP.AGE ewsxG: LEFT PAGE: ELEVATION "B" 160 MPH EXP. DAM 10/15/20 8CALE: 1/4"=1'-0" SHEET A2 B evHa><v. ae ' ABBOTT PARK LOT #20 BLK. #8 P1tOJECT# 04181.000-200 1 acoaE 1408" "DAKOTA" GAP.AGE ewsxG: LEFT PAGE: ELEVATION "B" 160 MPH EXP. DAM 10/15/20 8CALE: 1/4"=1'-0" SHEET A2 B - ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --� 12EV OUTLET 20 AMP OWLl PEAe IIOV OUTLET 110V OUTLET IA Q OUiI.ET WEED TO OWTC14 OPI IWV OUTLET *GLMM D WANED PALL. NIlRPTER (TAMPER ONU MTAT TYPE) a@ 220Y OUTLET (4) WIR CMACTION Ill• OAS Mw WATEPPROOP OUTLET GROISD FAULT NR6eEnm �j euErc4+ SWTCH 3-WAY OPER SWTCH 4-WAY OPER L.f� -o 11m, gM® ' LIOFT CEILMI6 LIGHT © LED CLG LOW LED VAPOR © VP MWW LENT O VP VAPOR PROOF LISNT Qp RECEEeeD CAN evw. PAN 1 Cm PER EO. R. VW.FM mis' T 1 0" PR ea A. V mxnm BULOM 2-.L. UNIAP L AOUND ( ) AROMD (SURFACE YW.) 2- RAbOPOWCENT 4'R.umeE*CEW p �A Ir A *TRACK LISM O PANEL PIETER • B D. EFKxE DETEaoRwimumm urT_ GAac.u• SD. WALL MCUMM EMolus DETEC:TQE GATT- GAaL41E WLy� ®CAPIM 6r+0 MMMUMccPAecfEo C01'� c MALL IM A DISTANCE OF NOT LEEe TNH 4' FROM WALL PEDANT LIGHT (1\ MINIMAL M6 GUTLEr . TOLE-49M JACK WH UAMM NEATER Ag�a� OMCOWM= AIR OMCDmml=T Nap NNCT OEM ANu ON rlJ TELEV1610NJAOC C Lwm BOX PI OTO J DE S PPoltm IN J- AAN= AS OWN POOR OEE.a1m .O! PAAAJONT -PORTEO INCEILM1m ACOOI�AMCE IW BOX MA"= A6 OWN FOR wormairwhi p 24• NcawEECNW LENT 6TRP inn 76• INCAFDEECWT Link? 6TOP Onnnnnnn A,W40AMPROC4R4r LOW 6TRP ROOD LMNT OPT. EEOUWTY IE TP 1D • PA PUEN•EHITON PGRE CHME6 UEB PERT • LOCATION OF TV JACK6 a PHONE OUTLETS a PANS TO BE VERPIED . HQ'COYeIR PI!-C"TRUCTlON MEIETM • ALL M a 20 AMP BRANCH CIRCUT6 TO BE ARC PALLY PROTECTED PER ELECTRICAL MWASIO* OF MM 6TN EDITiO1 (]EMU a NEC 21ED EDrT101 • 20 AT DEDICATED LA6DRY GROUT. M • BR . ISLAND (NOT ON KITCNBI QRwiT) • 016H UASWR DISCONNECT TO M LOCKOUT IN PANEL • SATNEOOH EXHAU1IT PAN TO NAVE MIN. CAPACITY OF M CRT NTEWnTEW PER ELECTRICAL PROVEN" O SECTION MM013 PGCR 6TH EOTICN (2AWT2 • LAUNDRY WDQ1 RlCEPTACLC SN4LL BE OaG76D FAULT CEECWT-WRIO -MR PROTECTION FOR P R$Ct1EL ON PEE12ER6 • WWJNcb METHOD 6NALL BE NON FETA.LIC CABLE PER ELECTRICAL PROV1610N6 OF PBCR 614 NO (2011 • ALL WORE TO COMPLY WITH ELECTRICAL PROV1610N6 OF THE POM &TN EO (20111 . A . I Al.aaw AAA, L .v rl vw Filar- NEW (INESUDOMAL ® sa. BEDROOM #1 PRE -WIRED CLG FAN r PATIO 0 $8 e/CO GREAT ROOM I , •,J I 1 ice' � / / PRE -WIRED 9) 1 / / CLO FAN OUTLET I / FOR DW I L-- L \ 1\ 1 \ 1 i �(aFlIiiK DW ; \, 4 SWITCH IN I \ CABINET / KnUM O / ©- _ _ BEDROOM M F HOOD WIRE W/ PRE -WIRED OUTLET FOR 1 FUTURE MICRO I \ J CLG FAN SD P.B. FORD �\ OFF. GARAGE \ DOOR r - — — — — 1 1 _-3::�j j WALL MOUNTED LIGHT W/SWITCH IN/ ATTIC / METER I BOLLARD FIELD VERIFY A S REQ. LOG. 0. PER BLDG. i 1 II L a — s/ca II BATH #Z \ II I ICJ FOYER I III CODE GARAGE 6 GFI IRRIGATION CLG. OUTLET • OUTLET 48' AFF. COACH — — LIGHT 3 S.D:%/ / - O ` BEDROOM #Z 4wwp., CLG FAN ELECTRICAL PLAN SCALE, 1/4' a I'-0' W P Panel MAIN - A PANEL: En 6 wp at bnn" VOLTAGE: 12012/0 V.1 Ph MAN: 150 Amp RILE FEEDER: SN Cu1A AI.NCu(G)in1 I&C. OR 0-FM AL THAN A 1-06 Cu(G)In 117 C. e ., I epapl wm wrw ea P.I. wl,a pl] 2 ]0 im9awn Pump IOA6 spza PANEL -A PANEL: 42 wt bnaMar VOLTAGE: 1201240 V-1 Ph MAN: IWAap 111.0, FEEDER: Sit Cu IHVM A I-a6 CY(G)In 1 12' C. OR S AW AL T111AN A 1.06 Cu I%In t tO' C. xln rap as Frew ar.ar wm a.rn uaa wh. 20 Smgn anenwp~ 8000 P ] In ] 20 c nmG was psop a"pAa a ] no a12 ]0 pt2 pNn R ISp6 9 qM GFI p,] W2 20 9aA GFI Recce ,2W 12 ,lOn pslmaiM1er GFI p12 1 s nr can naFc N «apaa. Lamm ,s s000 •r GF ] r,o n wlm.�.a Iwa naGci m p,2 WI SD6bp AFpp tti0 A , ae Gp«0 •Oil M ,1W I G ,Exun«Ll,a ]6 9W xnriBemppm RFp e SpxaM � 3a IOOa - � sa.c. sure m.N« s xvn a ess 41 Lobry ,w EmwA K,«carWal ,Pa[O 2piro Loee,uL•ct le 4mwq reh«<�kuams actor AEaaEvunwa: pnp.,ERR�,ER a : �npNGgNCgEMLGRD� I: GPGLIrvGFMA,wtE ,ER Ta. i®a.anle«m a�"n,.aplxl« Inoo Hm,aom�.a,00„ ,asp „IPa „opG das w��aaa ,pIN LOJO CILCIMTIOXRaA9lD OX NC XGN<Oa10WWlT LOAD as Cannac,ea Lpeawns ]69Jp Tall Am. sf2la wpslI. QanxY ARac tKNL•aA Hln ucsy.a Faa 1106 3wi 4221 ae eawA;aaato6x es e a R= .zee B41 Taal— e 4TT 426e I M I I i I L m LED LIGHTING C SINGLE LAV. BATH I I I LED LIGHTING C SINGLE LAV. BATH 2 PROVIDE 3-2/0 CU, THEW •PIG CU IN 2' CONDUIT OR 3 •410 AL, THM 4 1% CU IN 2' CONDUIT OR 2/0 AL. SE.R (CONDUIT TO TERMINATE ABOVE SOFFIT ° OVERHANOJ 150 AMP ELECTRICAL RISER NOT TO SCALE, COMBINATION SERVICE ISO I DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES. M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS 814ALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL. PROVISIONS OF THE FBCR bLH PANEL EDITION (eon)- LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. M0A121- B. ALL CONDUCTORS SHALL BE TYPE THH N/THUN UNLESS NOTED OTHERWISE. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT pry,IPPIENT POWER COMPANY TRANSFOR'IER INTERSYSTEM BONDING TERMINAL AT LOW GRADE r VOLTAGE CONVECTIONS PROVIDE 50 AMP, 120/240 VOLT, I PHASE SECCMARX ELECTRICAL SERVICE. PROVIDE 3 M CAPPER (CU) IN 1412" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMIN21 (AL) IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I •4 CU SERVICE GROUND CONVECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION f201T). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 [a. i BXMDIV. do LOT ABBOTT PARK LOT #20 BLK. #8 PROJECT# 04181.000-20081 Z,t ""1 1408" "DAKOTA" GARAGE 8WIPTG: LEFT PAGE: ELECTRICAL PLAN 160 APH EXP. C D 'M 10/15/20 SCALE: 1/4"=1'-0" 8*X=T E1 0 M _ Q Q -i '� I I • • I SINC DW Qy Q- n I I I I I OoABA I IAl I — S n . N Q i 3m'-II' 2'-6' 2'-&' '-II o II I 1 II 2' VTR KITCHEN 2' VTF I SINK W/ — ------ AUTO VENT 11 = m IIR' 1/2, 11/2' ' 1n' 3' 11/2 2 I I 1/2Tue LAV LAV 3' I/2' WC 3• 3' WG SHWR WASHER 3 3 --- 3' co TO ------------------ MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 a 1'-V 1 N. RONALD REAGAN 81. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 a g �y Q BVSDM & LOT ABBOTT PARK LOT #20 BLK. #8 PROJECT/ 04181.000-20081 '*" 1408" "DAKOTA" GARAGE 3KING: LEFT PAGE: PLUMBING PLAN 160 APH E C 2X4 TOP PLATE PLAN T PRE -FAD TRUSS W. CLCs. BOARD 1/2' DRYWALL SECURE ST. — PLATE TO SLAB W/ Od MASONRY NAIL S 32' Or — MAX I 0 0' FWL K.R. 2X4 WOOD STUDS •24' or_ SLAB NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE TWAN 2A' AG (a1TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.1'-0' FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5U.I ON J' OA.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-0' TYP. O.H. ¢/S' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM R,EBARS 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. e' CMU 1/2, GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT. INSTALLED PER SECTION R905.1.1 ON O.O.D. SHEATHING OR CDX 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 28 GAS LINE THRU BLACK rer.a, ••rr FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.I.1 ON a, OA.B. SHEATHING OR J}' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-m' TYP. W NICK 2 COAT - PORmov Cal'INT PLASTM APPI. DHRCTLY TO M.480 IRr APPICT srPRorALlEra ?N F.T. YD ATTAC+W TO FILL CULL AS RIM APPM 1CT APrROVAL im. OYMMBAD DOM SY or4m s _ GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' 2X4 OFF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' OA$. STIFFBACK AT ALL UPRGHTS SHEATHING OR }' CDX 71�10ER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE —PRE-ENG WD. TRUSS TYP. oH. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER Ir ELEVATIONS CONT. 2x RAT RIN SECURED PER / STRUCTURAL DETAILS / VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED \ HIGH STIRENGTHO� BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. WL. BD. , CI u WOOD BASE 0'-0' FIN. FLR j — 0'-0' FN. FLR. 0'-0' FN. FLRrL — J� 0'-0' FIN. FLR D, CMUA. a - v a ,a n W/ WINDOW OPENING /1 TYP. WALL SECTION K W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: OPG PER SECTION W5.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (2)LAY ERIUNDE2 TO RLAgYMENT SYSTEM (�:)1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-V' IS REQUIRED. FOR ROOF SLOPES SCALE, 3/4'.1'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D bl51 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6076 FAX: 407-774-4079 www.abdeslgngroup.com AA S: 0003325 a 14 0. a mm aUDDIV, as LOT: ABBOTT PARK LOT #20 BLK. #8 PROJECT# 04181.000-20081 MODRIP 1408" "DAKOTA" GARAGE SITING: LEFT PACE: DETAILS 160 MPH . C DAA E: 10/15/20 SCALE: 1/4"=1'—O' SHEET D1 im 2X8 P.T. • CENTER OF C40M HEADER SECURED UV (U VY x S' J-COLT UV 4' MIN. EMBEDMENT UV 2' X 2' X VS• WA"R 4 NUT OR UV (2) V2' X V ANCHOR SOLTS W/ 2' X 2' X VS' WASHER 4 NUT go o WCURE 2X4 CN m il FLAT TO ELK IB UV MABONRT IN NAILS. 7X6 "RAW DOOR�EUCK SECURED UV (5) VJ' X VJ-BLT OOR ANCHOR go BOLTS, UV 4' MIN.E'®EDI•ENT, W 2' O X 2' X I/S' W4SHER 4 Mr. (V UATHIN S' OF TOP, (U WITHN 8' OF TFE E7M, (3)EVENL7 SPACED. p 0 IN m NOTES, ALL ANC140R9 SHALL MEN ACCORDANCE TO MANPACT RN" INSTALLATION NSTRdCTIONS WERE BIYJH �T4XICTteWA Ali M ATaMJ6ENT GARAGE DOOR 1 BUCK ATTACHMENT 4Ul.a. N••f-O' 5• Cm LF 1S' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %X4' MIN. SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK ❑ W/ V** TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN W OF EACH END 4 18' O.C. MAX SPACING \'DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 11INDOX TO BLACK +3 4 OR +5 4 A SCALE, N.T.S. 2X4, m SECURE TO BLOCK W/ Vo' TAPCONO OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. 2X6:m SECURE TO BLOCK W/2-Vo' TAPCONSIMIN. ebANK SIZE 145 MIN. HEAD SIZO*O MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 g• CMU 18. O.C. MAX SPACING. Y)' DRYWALL 2XB,Na ❑ I•X4' OR VX2' P.T. NAILER SECT E TO BLOCK W12-)1(`' CASING TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" SCALE, 1lWDON.T.SB . TO BLACK +1-1 " i' 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE MO MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4� � STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/U-%' NON-STRUCTURAL V.- TAPO" TAPCON MIN. I-Ya' (MIN. SHHAW SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 S• CMU MIN. EMBEDMENT I Y4) 1i' DRYWALL WITHIN 8' OF EACH END 1 18' Or- MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X&q SECURE TO BLOCK W/2-%, -36' 0.5.5. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OG. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-15/If 1RND01/ TO LOCK OC +1- 5 8 C SCALE, KT.S. 2X4m SECURE TO BLOCK W/ V TAPCCNS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/R-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) g• CM 8' OF EACH END 4 K' DRYWALL 18' O.C. MAX SPACING PX4' OR VX2' P.T. NAILER ri 2XS4m SECURE TO BLOCK W/2-)/(s• OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4) DOOR D VWDB TO BLOCK SCALE: N.T.S. 2X4m SE�STO BLOCK W/ NU(s' (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X I3. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 Cm SECURED THROUGH SEA�80 BLOCK WR-j(r NON-STRUCTURAL Vw' TAPCON MR I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Yi) DRYWALL WITHIN 8' OF EACH END 4 X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. Q 2X84s Sap e 15L.00K W/2-%* o DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IV OC. MAX SPACING. MANUFACTURES DETAILS. N0164 M1mm TOfwv wwf NOf iCYOA') DOOR JAMB TO BLACK +3" /v1 MRNDOMF TO BLACK +3" ALE, N.TU'+. 2X4m SECURE TO BLOCK W/ ' TAPCONS (MIN. SHAM, SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I X-) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IV = MAX SPACING. MUST BE ON OUTSIDE 4 2Xb= SECURED THROUGH SECURE TO BLOC, W/U-IV NON-STRUCTURAL i(s' TAPCONB(MR SHANK SIZE TAPCON MIN. I Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') 8• G"AJ WITHIN 8. OF EACH END 4 Y)' DRYWALL 18' O.G. MAX SPACING. 2XS:m ❑ VX4. OR I•X2' P.T. NAILER SECURE TO BLOCK W/2-W6• 2NO 2X SECURE TO TAPCONS(MR SHANK SIZE STRUCTURAL MEMBER AS W/!2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' Oir. MAX MR EMBEDMENT 1 Y4') OOR CASING WITHIN W OF EACH END 41 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" iF WEEMW TO BLACK +3" E, N.T.S. 2X4m SECURE TO BLOCK UN♦' TAPCONS(MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') NOTE, STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST Be ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6, NON-STRUCTURAL i(s' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Yi TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 8' cmMIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 18, OJ:. MAX SPACING. 'X 4' OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK WA-V4' Yo' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. DEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX 9PACNG. MANUFACTURES DETAILS. N0144NM 4fN TO,•llfe JYf (DO NOT 4xC4\D A•) DOOR JAMB TO BLOCK +3-7/18" n 1fD�IDOK TO BLOCK +3-7/18" SCALE, N,TS, 2X4m SECURE TO BLOCK W.'y4' TAPOONS (MIN. 514ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8. EACH END 1 MUST BE ON OUTSIDE 4 IIVO.C. MAX SPACMs. 2X6� SECURED THROUGH SECURE TO BLOCK WA-V4' NON-STRUCTURAL TAPONS TAPCON MIN. I-& (MRSWANK SIZE .145 EMBEDMENT INTO BLOCK (MIN. SWANK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1149 8' CMU WITHIN 8. OF EACH END 4 )5' DRYWALL 18' OZ. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2X8m El SECURE TO SLOG, W/I ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE: 844IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 H 3/4" 1/W W TO BLACK +3 3 4" SCALE, N.TA. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774407S www.abdesigngroup.eom L AA S: 0003325 NC 04 6 SusDIV. Ae LOT: ABBOTT PARK LOT #20 BLK. #8 PROJECT# 04181.000-20081 MODE;A 1408" "DAKOTA" GARAGE BVWG: LEFT PAGE: DETAILS 160 MPH . C SusDIV. Ae LOT: ABBOTT PARK LOT #20 BLK. #8 PROJECT# 04181.000-20081 MODE;A 1408" "DAKOTA" GARAGE BVWG: LEFT PAGE: DETAILS 160 MPH . C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/32/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20456.2 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/32/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 3065S.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORRONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12131/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/32/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/32/2020 FL5891.4-R5 THERMA•TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL1S216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2027 FBCR 12/31/2020 FL13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 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 EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE:10/06/2020 d N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 a 4 M c O BETHDIV►. a I.OT ABBOTT PARK LOT #20 BLK. #8 PROJECT# 04181.000-20081 HODEAa 1408" "DAKOTA" GARAGE SKIING: LEFT PAGE: PRODUCT APPROVAL LISTING �,169,MPH AV. Aj Dr`RxNTw 10/15/20 Scm.E: 1/4"=1'-O" SHEET D3 PIEFOR'!D CONTROL JOINT PLANGE OF CONTROL JOINTS Td Be UREO TIED TO LATH • S' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOIN TO WALL EVEN F STJD EXISTS 8111 EXCEPT STAP1.E6 W/ W LEG Y BE USED TO TEM 6SEQ6E�C.ONTROL JOINT P. DURING INSTALLATION —� FASTENERS TO BE SPACED • T' OC. MAX VERTICALLY i' THICK 3 COAT CEMENT PLASTER WRB LAYER V, FORTIFISER WIRING PAPER APPROVED METAL LATH FASTENED 07 (VERTJ O.C. MAX AT SUPPORTS WRO LAYER M. STUCCO URAP WOOD SHEATHING � N• ro y LATH SHALL NOT GAP n'y BE GGNT%MIJOUE .' To a• r To a• TF4SOIlGH1 CONTROL ro m JOINTS BUT 614ALL BE STOPPED AND TIED AT EACH SIDE. PER Rem CID63 PROVIDE 2X4 CLOCKING. PER PLACED RAT MAX. W TO S' 1.14- FROM CONTROL \ CONTROL JOINT LD NNW COMILS ON I. ASTENM FOR LATH TO BE NAIL& ORi 81RUCTURAL &11JD STAPLES IN COMPLIANCE W/ ASTM CU063 r 2. UWE TEO TO BE (NO. 10) OA0418' UIM 3. BLOCKING. SHOIIIN MAY DE IN ADDITI7 \ TO WALL STUDS IEOLIIEO PER PLAN • \ 'S_11moilla OLFOLD 114YIO. R.A O LFED PAMA/ID -M,A ®� x CIEAW - Pr. b pow • OL FOLD INNING • ® l IMOLO NMIO F PT. A R. A z e1eA4E F n. D 7. CIIEAi00 F F.T. e a OsuE . Pr. e A efAlf ♦Traw It SRCo.Pr. Ta. • L Pr. C rOOOIRI/ ® llORo"I PLMNIE . TF morrom PLOM �� TxYR MAL POLD.l Ii THICK 3 COAT C & IW PLASTER (RUr7l VP 7 COAT WILDING PAPER (MR" OILY) WIND LAYER 4 STUCCO IlRAPmmamg (LILT) LAP LAYDY OP M.D►tl OENP OVER HALING P-MM WOP l4Ur'E ale en1 oaeRaR B_re®n RW HALL tILAaINs y-14109,= RASWIM (IM MM wTALL K WLIT AT llDTTOI"1 Q ICOF IaLL NIE.ECTION. APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF W - VERTICAL LAPS (ROLL ENDS) N b' O HORIZONTAL LAPS. EN'B ALL 6HEED TO BE TAPED UMTH POIlTIBER 6HEATHAVG TAPE � / LATH VERTICAL LAP TO BE I• 41x4' SELF-ADMERING MEMBRANE 1 M-4614MG (COMPATIBLE W/ HIOIJSE 7� MAP MATERIAL) OVER PLASMNG To EXTEND ONTO PIP[ APPROVED HOLM UIIAP. 1' OR LEN PIPE / \ PENETRATION / r nal LAP • l•rTu I.ATx \ X X X�— — — — CUT AND OVERLAP ONE SIDE OF METAL LATH 6ELP-ADHERMG MEMBRAE IT R..aeF+I1G I STEP Of LLRB LAYER M. I' THIC3 COAT CEMENT K STUCCO WRAP I PLASTER • lrex AFs T METAL LATH WRD LAYER 4, FORTFIDER I UAW LAYER -2, PORTFIDER BUILDING PAPER BUILDING PAPER UND LATER M, STUCCO WRAP INSTALL FASTENERS (CLIPS, WOOD SHEATHING ESECURE, I/- TO SECURE \ F14FWPU PIPE/ RE TO r—TAEER. _LP 2 SCALE. I V2•.I'-m ® KIC KO UT DETAIL "TM TOW GIL& (lll®e on r nN uTu LqP, a ov�i ALL LAP NOTE, SIDE LAPS OF METAL PLASTER DA60 SHALL DE GECUIED TO FRAMM MEMBERS. THEY SHALL BE TIED BETSEEN SUPPORT'8 UTH OID415-IK USE AT INTERVALS NOT MORE THAN !' (22S-1 AS PER ASTM CIM3 TJAI. hill REPAIR OF TEARS IN UM LAYERS, TEARS MAY Be PATCHED WA40USE ~ TAPE PER MANUP. SPEC. OR PEEL 4 STICK WOOD STUC O EAT14NG PAPER STUCCO WOOD SHEATHING OR CMU WRIS LAYER "I, STUCCO WRAP (FRAME ONLY) {' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WIRE, 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT iO WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. 4• 01 WxW 6ELF-ADFE RING MEMBRANE FLA6HMG (COMPATIBLE W/ HOUSE ~ MATERIAL) OVER 4.4' SELP-ADHERING MEMBRANE FLASHING OVER APPROVED HOWE U7F6P. FLASHING TO EXTEND ONTO PIPE CUT AD OVERLAP ONE SIDE OF ���Ip S iI—S_ FI.ASMMG ­ UM LAYER all, STUCCO URAP tURI1 LATER -I. FORTFISER SWLDNG PAPER METAL LATM b'xb' OW-ADIU[RNG MEMERANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED MOUSE tI l PLA641Nai TO EXT[ND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE PLA614NG OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE I/V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSE~ AIR INFILTRATION 06AMER OVER 6HEATHING ELASTCMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION RT13.T BOMEx Id1Ynend portha d ExletWr use of pomend cement plaster shall comply FW1 Vw application ragWwments of ASTM C 926-12A. Installation of exteflor lathing anti framing slag —piy tNth ASTM C 106312A. IPE PENETRATION DETAIL (FRAIL" IE) T.S. LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-B41-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774N3078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 K Pi C NINE 9UBEIM NIC LOT ABBOTT PARK LOT #20 BLK. #8 PROJECT* 04181.000-20081 UODEhA 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH W. C INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH �S FLANCaE6 OF NON -MOVABLE FRAME OF THE EXHAUST. W SELF ADHESIVE 6EClJENCE OF FLASHING TO BE: 1. BOTTOM. 2. SIDES, 3. TOP OVER TOP 4 SIDES `::X: VENT CAP 16 TO BE SET IN BED SELF WOOD aFIEATHING OF SEALANT AT TOP AND FLASHING LAYER 7, SIDES ONLY. SEALANT IS TO 6E UNIT stucco WRAP I TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. LAYER 4, FOR'TIFIBER 1441 N. 8L� . Y PREMANUR DRYER BUILpMG PAPER LON WNALD OOD, FL 32750GAN E-2 BEAD ALL AROUND --...i.. VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-774-6078 JOINT$ AND INTERSECTIONS CONT. SEALANT) WOOD 1/e, TEXTURED -FINISH FAX:407-7744078 APPLY SEALANT PERIMETER of CONSTRICTICN 6 WOOD wwwAbdesigngmup.com AA N: 000332$ BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX FL ALL SIID ,Ys CAULKING • JOINT A SEALANT • e I TOP 4 SIDES CEPMO L PER SECTION R703.7 ExWor lef ft and plada inp I Exterior use of rdand cement plaster BACKER ROD shall comply with the application O DRYER VENT (BLOCK) — Y� x. requirements of ASTM C 926-12A. t STRIP Ae�Hlt G, ?�- Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-12A. ADHESIVE CLEAN 'M MASONRY BEFORE APPLYING WRB LAYER 9, i 'X�: STUCCO WRAP TEXTURED �y FINISH • MA6CNRY ; .: WOODED VENT BUILDING PAPER 'QUICK OVER FLU' HORIZONTAL WEEP SCREED 7B JHIT,HIC R3 COAT CEMENT - (FRAME TO BLOCK) METAL LATH — — WRB LAYER 02, FOR FIBER PIPE THROUGH WALL BUILDING PAPER l WOOD SHEATHING 664 o DRYER VENT (FRAME) 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICIG FLASH' ER 01, YWRAP CUT OPENING IN STUCCO 10 APPROVED HOUSEWRAP k4n FOR BOX INSTALLATION '1, CUT 'X' INTO R A VENT PENETRATION WRB LAYER STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING t SCALE: N.T.S. APPLY SELF -ADHERING WOOD SHEATHING FLASWIW 1 O R BOX AND OVER APPROVED URS LAYER h STEP #1 STEP #2 APPROVED BELOWHOUSESAP WR5 LAYER °I, VAPPLY STUCCO WRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS EOX, _ OVER STUCCO SCRATCH GOAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER 02, FORTIF15ER CAVITY TO BE FILLED STEP #3 BUILDING PAPER WITH RIGID POLYMERIC STEP # 4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER STUCCO/ C.V. FINISH LAYER NI STUCCO WRAP) THAT ELEC. WIRE PENETRATES (SEE TYPICAL WALL [PstojzcT# UHDIV. Ae LoBBOTT PARK LOT #20 BLK. #8 04181.000-20081 MODEAA 1408" "DAKOTA" GA'tAGE $11IING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EPXP. C APPLY E-Z BEAD o.e.e SECTION) WRB LAYER 02 (FORTIFIBER — — — — — CsRADE pMIN BUILDING PAPER) AREA TO RECEIVE METAL LATH STUCCO SCRATCH COAT SEALANT ATDALL METAL LATH x—x—x—X 4 1 COAT OF R PAINT WRACK- JOINTS AND ° ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP #5 STEP #ro PRINT ELECTRICAL RECEPTACLE DATE: 10/15, NOTE: $CAL.E: 1/4"=1'2 0" METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT 9 R103.1.1 / ASTM C-641-0% MIN. 2.5 LBS. V PENETRATION $HEFT PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WA2 LEGEND DRAINAGE PLANE (WRB LAYER NI, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING * 'I' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH: 407-774-6078 FAX- 407-774.4078 www.abdesigngroup.com AA 4: 0003325 a c r 1 y JU E C x eUNDIV. de LoT: ABBOTT PARK LOT #20 BLK. #8 PROJECT* 04181.000-2008 """1 1408" "DAKOTA" GARAGE BVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AA NO D TW 10/15/20 scALE: 1/4"=1'-0" amm= WA LEGEND DRAINAGE PLANE (LURE LAYER "I, STUCCO UJRAP) LURE LAYER "2 (FORTIFIBER — — — — SUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD SRIEATNMG- WFATNER RESISTIVE BARRIER 'I D AVER M614 VE YLAID SIDING YDi / I IL Q PLAAM�MGADFERNG ' / \ STARTER STRIPan I \ GALVD METAL \ •' SELF -ADHERING FLASWMG HEATHER RESISTIVE JE BAWER -1 BAWER RESISTIVE DARItlER 4 y R.ANo FIERndG GALV'D METAL W PLASHING. Imsm on 500 TRIM M@MG@R - CASOn` AF` / X �' e1MULATR!D I 41566 TRIM MEMBER \� SEAL GAP WACAULKING / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-774407E www.ebdeslgngroup.00m AA #: 0003325 a c It aysElm aR LOT ABBOTT PARK LOT #20 BLK. #8 PROJECT* 04181.000-20081 1 ""1 1408" "DAKOTA" GARAGE 81PING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXK C x R No W723 'j DAA E: 10/15/20 BCALE: 1/4"=1'-0" 8*1EET WA4 It aysElm aR LOT ABBOTT PARK LOT #20 BLK. #8 PROJECT* 04181.000-20081 1 ""1 1408" "DAKOTA" GARAGE 81PING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXK C x R No W723 'j DAA E: 10/15/20 BCALE: 1/4"=1'-0" 8*1EET WA4 1 I I I 1 1 -T ---- -Al 2x6 SUB-BANb / W/i'x4' NOTCH a --------------------------------------- i END, WRAPPED IN PEEL 4 STICK DRIP EDGE !d --- - ---- ' 1\ \ '1/8' i \ I/S 7 TEXTURED \\ FINISH m WOOD I 11/81 1/2' TEXTURED \ FINISH ® CMU \\ a V / METAL FASCIA \ WRAP Ys' FROM \ \\ \------- ----- —',a I \\\` I STUCCO, 1' FROM WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) \ a `\ NOTE: NOTCH FOR 2X6 \ \ \ SUB BAND ONLY \ \ ®ELEVATION ©FLAN A 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cm x x x x x x URM LAYER "I, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER $2, FORTIRBER Ix x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUB SAND ROOFING CEMENT % x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x NT FL �� ONLY FOR WALL OFF ONLY(REFERENCERWALL O x SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) `11/8' TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH o CMU 2X6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH *END METAL FASCIA WRAP 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 x x .% SUB BAND DETAIL 0 WALL .31 x x SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA B: 0003325 o L c R r DATE 10/15, SCALE: 1/4"=1'-0" SHEET WA6 33'-10" 3 112" a zo I 4„ w I 4" CONC. m CONC. $ rs SLAB wl SLAB via IW ;�.� —TOP OF 3 C4 SLAB ;o 1.7 1 9'-0" 6'-0' 6'-2" 1 V-2" I t I I I T' P OF TOP OF I SLAB 0 v `-4" PVC I N CHASE O o. o� I ILL � " I 1V-3" � 26'-9" 1 I 1.1 I I � I EXTEND SLAB 1 112" L TE 2 — — — — — _ — � I i. 2'-8" 9'5" I I N Iw I N w (4" CONIC. °� I SLAB 14.-31/2"EXTEa1 I 2 ---- I 111 SLABI112" 1.1 m )FM-12X18 I LL� I 1/2" FMC- 4-7 R 4 FMC- 7 1 ,., 12XIB 1.1 FM-12Xi8 id 12X18 _ _ FM42X18 FOUNDATION PLAN SCALE: 114" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. % SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, [!INDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 2,000 PSI, TYPE "M' OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS 6x6 Wl..1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8„ SEE PLAN 8.1(1)*ws - (*)0'-0• TE-2 12" SEE PLAN 8" (2)#5's FM-12xl8 12" CONTINUOUS 18" - (2) #5's FMC-12x1B 12" CONTINUOUS IB, - (2)#5's VARIES F2-24x24 24" 24" 12" (2) #5's (2) #5's (-Kl'-0" 1441. N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.00m L AA #: 0003325 IC b H Stysl)m & L+OT: ABBOTT PARK LOT #20 BLK. #8 PROJECT/! 04181.000-20081 MODEA,. 1408" "DAKOTA" GARAGE 21rMG: LEFT PAGE: FOUNDATION PLAN 160 MPH UP. C CT DAATF-IE 10/15/20 SCALE: 1/4"=V-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTEDCELL SEE PLAN FOR SIZE AND 3 a SEE PLAN FOR SIZE ANDCELL REQUIREMENTSGARAGE vlw� a SPACING REQUIREMENTS >SPACING DOOR UaLLJv ° RECESS N _F hr La 0WL Z B" CMU WALL O " CMU WALL sl I n I CORNER BARS, SAME SIZE AS LARGER BAR U 9" w w zo z +- P-0" ° IN FOUNDATION WITH 30" LEG EACH = +- 0'-0" 0 WAY AT ALL CHANGES IN DIRECTIONS N a) TOP OF SLAB 40 TOP OF SLAB I .. -j "I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR a . EXT. PORCH SLAB W/1/2"ISOLATION-.° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) N3 18" ; - EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER(i STORY) - f o I ..ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7tp, AT ELEV: JOINT (WHERE • • 6" CHAMFER (2-STORY) #4 24" W/ 1/2" ISOLATION < 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE #6 �.. JOINT(WHERE� APPLICABLE) Z n EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Z:v AND BAR QUANTITY AND BAR QUANTITY NUMBER Of BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3l4"=1'-0" 2 @ GARAGE SCALE:3/4"=l'-0" CORNER BARS DETAIL DOOR OPENING SCALE: 314"=1'-0" SCALE: 314"=V- LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 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 O a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE j N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12"zB" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. 2" CAPPED S a I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE .� Q 8", UNO -� p FOLLOW ALL MANF. PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC W/FLANGE (� BASE 2 SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. NAIL i6'/O C STAGGERED. ADDITIONAL METAL V) ¢ I USE AND = m BTM AND TOP PLATE CONNECTORS NOT c M H PREPARATION OF U HOLE. ANCHORS W/ 10d x 1 112" COMMON NAILS FILL ALL REQUIRED WHEN NO w rn HOLES, DO NOT USE tOd w (q UPLIFT IS PRESENT. w SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" p x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OFSLAB - .. TOP OF SLAB 4" CHAMFER (1STORY)6" CHAMFER (2-STORY) : 4.�__ ZEQ. EQ. EQ. SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION CURB FOUNDATION WOOD WALL ,INTERIOR CURB FOUNDATION WOOD WALL 5 V — � 7INTERIOR scALE:3/a"=r-0" (W/ UPLIFT) SCALE:3/4"=1'-0" SCALE:314"=1'-0" scALE:3/a"''-0" (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O aL BTM. PLATE TO BE PT. PROVIDE OBL, TOP PLATE SLAB W110d MASONRY NAIL ¢ w m 16" O/C STAGGERED. METAL LiADDITIONAL CONNECTORS NOT REQUIRED WHEN NO 0= (L O 8" CMU WALL UPLIFT IS PRESENT. Z °'_°" , TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE +_ 0-p^ Z Z TOP O "ISOLATED' COLUMN PAD ° • CENTERED UNDER WALL AND u POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE ,.`r'—.gj . FOR BAR SIZE FOR WxD, BAR SIZE BARWxD AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FOUNDATION WOOD WALL ��FOOTING AND COL. PAD ( i V 6CALE:34"=''-°" (NO UPLIFT) SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 h C BMW& L/o1`. ABBOTT PARK LOT #20 BLK. #8 PROJECT# 04181.000-20081 'D'i"'1 1408" "DAKOTA" GALSAGE 8VrMQ: LEFT PAGE: DETAILS 160MPH E . C L AR No 93723 DATE: NT 10/15/20 SCALE: 1/4"=1'-0" ®HEET S1.1A L"i N. RONALD RFAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdealgngroup.com L AA N: 0003325 a 8 $ � y c z tic &LJHDIV. ae I.OT: ABBOTT PARK LOT #20 BLK. #8 PROJECT* 04181.000-20081 """1 1408" "DAKOTA" GARAGE &WING: LEFT PAGE: DOWEL PLAN 160 MPH C DA=. 10/15/20 &CALM: 1/4"=1'-0" &HMMT 51.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM N i eQ. Q CLEAN OUT REQUIRED Q FOR INSPECTION TIE-GERTICAL REBAR ° a TO HORIZONTAL REBAR W/ 10" HOOK M#636 HORIZONTALNERTICAL � REINFORCING SCALE: 3l4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �W SPACING REQUIREMENTS U 0 t Z 8" CMU WALL SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2STORY) • Z - MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=l'-0" ZXI BAR SIZE 48 BAR DIA. m #3 18" M U #4 24" #5 30" #6 36" #7 42" VG REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com ` AA M: 0003325 J m�i Oi C i � � Q ly q eki Y susl5m & L+OT ABBOTT PARK LOT #20 BLK. #8 PROJECT* 04181.000-20081 1[ ""1 1408" "DAKOTA" GARAGE 8V►ING: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIB WI (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 20 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 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 Y-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZROM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 WA GROUTED SOUD SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS d1IIII8NI I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH T4' (42) PRECAST 2231 4'-0' (4V) PRECAST 1988 4'4P (849 PRECAST F14. 8'4' (841 PRECAST S-10' (70') PRECAST e'4' Q8') PRECAST r4' W) PRECAST 8'i' (112) PRECAST 654 194' (12n PRECAST 475 11'-4 (138m PRECAST 362 iT4Y' (144') PRECAST 337 IT4-0 (16n PRECAST 298 1,V4r (16n PRECAST 270 li 14'4' (IM PRESTRESSED N.R. 1BJ' (18{� PRFST�ED N.R. lr44 (Y089 PRESTRESSED NA IS'W Mn PRESTRESSED NA 21.4' 12501 PRESTRESSED N.R. 22'4' (2549 PRESTRESSED N.R. 24'4' PRESTRESSED Omm000m oo�omm m0�000m 0mm0000 mmoommv ��OQ_=TgK=1i .'l ��1�00� ®OmO�m 0®IM21=0 5 ..:, I= mmmOm010 ®m000�I�Q o�momoo ommomr+ O��D�mO ommom��r!' oommomo oommomo 000mmov O�0�m00 ®omomoo ®Om�m00 00000�s�s �00�0�0 ���0 � mlLjm 0��0®00 0�"0�0� "" �N��� (28B') N.R. - 120 1 H0 1-410 _e6� . eM _ 1ai'!- -1274 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM WIFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATMS LOADS FOR 8" PRECAST && PRESSTTR SSED U--LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE GOAD�A SAFE LOAD -POUNDS PER LINEAR FOOT T-r (42') PRECAST 102E 1024 1698 3'4' (42") PRECAST 4'-0' (4n PRECAST 786 783 1309 4'4" On PRECAST 4'4' (54.) PRECAST 02 691 10" 4'4' (64') PRECAST F4- (64') PRECAST 411 411 746 6V (84-) PRECAST 8.10- (In PRECAST 340 33D 618 8-10' (70') PRECAST 8'4P (IS') PRECAST 607 721 490 8'4' (78') PRECAST T4' (W9 PRECAST 424 634 353 T4' (W') PRECAST 941' (112') PRECAST 328 512 230 94- (1121 PRECAST 10'4' (128) PRECAST 264 401 100 10%r (128) PRECAST 1/'4- (13n PRECAST 28D 462 154 11.4- (138") PRECAST 12'0 (144") PRECAST 244 402 137 12!-0' (144') PRECAST IrW (1W) PRECAST 217 324 110 IM 4' (18n PRECAST 1*4r (168f) PRECAST 206 203 100 14'-0' (16" PRECAST 14'4' (178') PRESTRESSED N.R. 264 91 14'4' (IM PRESTRESS® I&C (184-) PRESTRESSED N.R. 250 83 16'4' (184) PFE8TRESSED 17`3' Will PRESTRESSED N.R. 104 84 1r4' On PRESTRESSED 19'-C Mn PRESTRESSED N.R. 148 52 194- M2') PW97AESSED 214' Mn PRESTRESSED N.R. 125 42 214' t2689 PRE 27-0" (284*) PRESTRESSED NSL 118 40 22'4' (M-) PRESIRF. W 24'0 Mn PRESTO N.R. 91 33 2f-V IRS" PRESIRESSED (#) 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 MB9MlSA 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 r------------- BF16-1TR1Ml0B 8ET6-1T/OM/OB RF1B_tr/nM/nR 1 1 ♦♦ 6,-0. 7,-4. 1 1 1 1 , 1 1 1 0 1 _ 1 1 1 1 u r I I L_____J ----------------- 8RF14-lT/OM/08 8'-0" U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0" U.N.O. LIFT BEAM PLAN SCALE: 1/4' = l'-0" �♦ 1 ♦ 1 ♦♦ , 1 1 ♦♦ 1 BF16-1T/OMlOB ♦ 1 1 4,-0" 1 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA AI: 000332E H UC i C pg 9 r avam ae LOTIN ABBOTT PARK LOT #20 BLK. #8 PROJECT 04181.006--20081 MODEP 1408" "DAKOTA" GARAGE 91rWO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 H 140 81 DACE"" 10/15, SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*H0.0\�^`Q #5 BA CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR B"X&, 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. q�G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT �OFREINFORC NG (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" io 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 11a / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / A TOP OF THE LINTEL. �" g �" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. l—fi D TOP OF to BEAM W/ (11 #5 BAR BOND BEAM EACH COURSE T PO BOND BEAM F = FILLED W/ GROUT W/8BOND (1 #5 BARSI-, I �Y\O U = UNFILLED GROUT SOLID FROMT P .j1\Q NOMINAL LINTEL TO TOP Of BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE SEE NOTE5 16-1 T/ 1 �/c 8x8 PRE -CAST CONCR LINTEL W/(1)#5 BAR ( Q0 EF NOMINAL—� LENGTH OF BAR=WIMASONRY RIF HEIGHT # OF #5'S, TOP OPENING - 2" ITISTFOSETHAT FXXNttIiM/OBINDICATESADOUBLESONDBNEERSINTENT OMDBEAMCOURSE OR #OF#5'S,BOTTOM Bx8PRE-CAST CONCR2 BEAM DESEG =V-01' N ANDXF - 1TIOWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX- MIM S INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST .3 114" OR DRIVE PIN (MN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" " EMBEDMENT 2x8 (MIN 2 X 3) 2-3M6 TAPCON OR DRIVE PIN (MIN SHANK *5 ZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1?2X4BLOCKING 1/4") 8" FROM EACH END AND SHEATHING W/ 18"O.C.MAX. MIN 1-114"ER BLK. EA. END EMBEDMENT HEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE; 1 1M"=1'-0" ARCHWAY FRAMING DETAIL 5 SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W ww.abdealgngrou p.com L AA #: 0003326 C o Q i i L ' 9v8DM ae L,OT ABBOTT PARK LOT #20 BLK. #8 PROJECT* 04181.000-20081 MODE": 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1 /2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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. V 4j uj uj U FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 C Y Y aUHDIV. & IAT ABBOTT PARK LOT #20 BLK. #8 PitoizcT# 04181.000-20081 xoaa,F# 1408" "DAKOTA" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH M. C A41) SIMPSON HETAi6 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALUFLOOR SHEATHING (12) 16d z 1 }" NAILS TO TRUSS DBL STRAP, i EACH SIDE WRAPS UP AND FASTENER SCHEDULE" OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" x 4", (2) SIMPSON HETAi6 TRUSS ANCHORS 8", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX, TO ACCOMMODATE TRUSS 1 2x WOOD FASCIA ANCHOR REQUIREMENTS SEE . E ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LSS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS 12 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1c GIRDER CONNECTOR(S) A` _' ° # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TT(S i/4" EN 2 ANCHORTO CONT POURED LINTEL # 1900 UPLIFT (2) EDONSIMPSON HTPOSI INSTALLED ON PRE-ENG TRUSS OPPOSITE W FACES OF BLOCK WALL W/1010d TO TRUSS AND " x 2 1/4" TITEN 2 ANCHORSHORSTO CONTINUOUS BOND BEAM CONT POURED LINTEL TI7EN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE:34"=1'-0" 6'-0" MAX (W11X4) OR 10'-0" MAX (W/2X4) 1x4 DIAGONAL STM.CHORD BRACING, SEE PLAN FOR LOCATION U a MAY NOT BE N a REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 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)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ p ^ �+ INTERSECTION TYP. /� BTM" CHORD BRACING / l C v SCALE: 3l4"=1'-0" NOTCH DEPTH 114.0 HOLE EDGE TER HOLE THE USE OF ALTERNATE MATERIALS MAY BE 5D SGLESTUD USED SO LONG AS THEY CONFORM TO THE OUTERi SPAN FOLLOWING HOLE EDGE >SM" lip, 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 ASTHE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE E < 3/5'D DBL. STUD SUBJECT TO Ft AND F2 FORCES. STUD NOTCHING 8 AND BORING LIMITS 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 C E eUDDIV. & LOT IIII ABBOTT PARK LOT #20 BLK. #8 PROJECT* 04181.000-20081 "E 1408" "DAKOTA" GARAGE S IMO: LEFT PAGE: DETAILS 160 MPH &A C 1,1,1,1,1 VTCR SPACING (1) AT EACH END, 2x4 BLOCKING BETWEEN TRUSSES VTDR AND 6-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO W-0" (1)'OP BRACE �� ljljljllj 39-1" TO 60'-0 (3) -W BRACE PRE-ENG GABLE TRUSS \� 11111111 (1)'X' BRACE 0 CENTER (2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH ° (AS PER TRUSS ENG) \ 1.11of PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1 x2, 2x WOOD FASCIAfENGINEERED NNECTION PER SEE ARCHITECTURALUSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 24" O/C, lx2 SECURED W/ 10d P DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUNPRE-ENGINEERED 12"O/C AL SECURED W/ (2)12ds !� MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS r1 G SCALE: N.T.S. W/ HIP RETURN SCALE: 3/4"=1'1" .1 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 4 a 44 OXMDM Ae IAT: ABBOTT PARK LOT #20 BLK. #8 PROJ=Tp 04181.000-20081 """1 1408" "DAKOTA" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C OXMDM Ae IAT: ABBOTT PARK LOT #20 BLK. #8 PROJ=Tp 04181.000-20081 """1 1408" "DAKOTA" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C 0 w WBLE-END HIP ROOF i''-A' ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 ZONE 1 = 18.52 PSF (28.52) ZONE 2 = 32.73 PSF (42.73) ZONE 3 = 56.14 PSF (66.14) "A"= 4'-X END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: it APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 ROOF DLN44RAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR W" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d 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 0 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STIR, SHANK 8d RING SHANK, 21/2" 0,120" 170,000 RING (16-2RINGS SCREW SHANK I PER NCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 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 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. O zw Z 0 w Z 0 Z CJ =O 0 Z 0_ m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J z9. m w , � U � U . J aa N O Z 0 Z 6 2 U, U Y 2 Q iJ U U Z� TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAF DER ORTRUSS-`_ .--_I-� NMMEI 1 11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS . 6" O.C. IN FIELD P. EXT. SHE-AThINGA A OR H A HI G .S. . TO BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS O 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 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 ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 314", STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD - ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED 70 EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALLEXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/P. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FB6R 2017, 61H EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31 B-14, BUILDING CODE REQUIREMENTS PROVIDE 6i.9l CONTINUOUS POLYETHYLENE VAPORBFRPoER MEMBRANE UNDER ALL SLA&4-0NT'iROUHD WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF GOLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND RISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED INCHESANDSEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL SE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 FSCR 2017. 6tH 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 2. 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 CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -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 psf at TOP CHORD -nOnconcurrent 20 p 10 psf BTM CHORD -non -concurrent WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 85 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 T-O- OC, 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' #5 BAR - 30" 97 BAR - 42" 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. SE NOTED E 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-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND-TPIM?CA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUS M F T R W LL R RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWE ROOF & FLOOR LAYOUTS PROVIDED ON 7H S S R PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS S ANU AC URE I P OVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf ASPHALT SHINGLES) psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BTM CHOR 10 psf D 5 p 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C. RISK CATEGORY 10 L INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. E E PLAN A E TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10Daf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20PSI. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 00 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 DECK8:40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICPEfLE GARAGES: 50Paf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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 WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SMALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WINO UPLIFT VALUES HAVE BEEN ERS HALL ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH THE WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT gSTM Cd76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' M- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SIXTH 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 REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1/2' FOR fb AND SMALLER Y FORA AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS EL CMU FILL CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kSi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8, Fy = 46 kSI. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, 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. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION S. TYPE I9PACNJG gEMARIB I PTFURWNG TO MASONRYICpiC. CASE HARDENED OOIL NAILII?LONG. SdC GAMOEDOORBUCK TO MABONRYKx]NC. 1M"OIA. MOWABHER TAPCON MASONRY FASTENE S-Ok I - EMBED., 4-ENO DST„ 112EDOEDST. 9GD, AL.E%T.DOOfS tx M, SEE- GASERARUEMEOCOB. NNLI I-.. POIC STAGGERED WINOOWIDOOP/ FABTENED I-MASIXMYICONC. GARAGE DOOR BUCK TO MASONRY- i--1 -HER E%PANSION BOLT 24'OIC 4'EMBED., 1'E100ST, SEDGE oBT. WINDOW BUCK -HA Wo cos I,- wINoo�BloORI FASTENED METAL. -To CONTACT THIS ENGINEER FOR SPACING x PT, BEE NOTES IIIT'LOND. 9TAGGERED INTO MASONRYICIXJC. MASOrmYIGONG. REQUIREMENTS E%T.9WNG DOOR (II L1@9IA -fAPCOM' iS"Q'C tI?EMBED, r EI D, NONdEARING W000 1R- EXPMIBION 4-EMBED. 4'ENO MO BUCK 4x PT.SEEMOTES NO WASHER FASTNER DIST., I IIYEOGE DIET, WALLTOCONC.SIAB WIZIER BOLT DUST., 9"EDGE DST. WINOOY/BUCK 0.13AFx]1I4' E' ND.OI CEET.,112' PTxTO STEEL COt, SEE 0'PWI WASHER STAGGERED EDGE DST. NOTE 8 1.SSTTAPLES SHALL NOT 13E USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 1ALL 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 8. 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. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407.7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 _ M may.. O�p 8` t 44 �W4 �IiLiJ aU33DM & LOT ABBOTT PARK LOT #20 BLK. #8 PROJECT# 04181.000-20081 1lODE�s 1408" "DAKOTA" GARAGE 8WJXG: LEFT PAGE: DETAILS 160 MPH EXP. C It � �2pD VO4 •