Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7975 Sail Clover Ln
I 99 99 1408-D-AKOTA ALL WOHK SHALL GOING GIT COITH DE, CODES FLORIDA NATIONAL ELECTRICCODE. AND THE CITY OF ZEPHYRHILLE ORDINANCES HOMES DE FEB 2 ?920 RE�IEw v-iy . C1TY OF AT_ P� 12602 TELECOM MRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: I DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . BI�BB= CODE. RCMDEMTAL, spy Ep�ON (y�� •*t 'M.' �D �A,� �� �IW =9 • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB ABV. ABOVE I". LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADI. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER,QED AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTEDPG CAB. CABINET MTL. METAL DATE DESCRIPTION LsIDGET reeuED ARCHITECTURAL SHEET DESCRIPTION rDAU 2X6 �,L EEHND WANOR 4 DRYER PG Cl-COVER SHEET GN-GENERAL NOTES ADDED LED LIGHTS aKITC4EN 4 ENTMXM6 ADDED E�QD PATIO OPTIONTAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9716 INTERIOR FINISH - CLA33 B • BASIC MD SPEED - Vult=160 MPH Vend=124 MPH -EXPORY SURE_ C • 2-STORY RESIDENCE - 1W. HEIGHT AS PER IACAL CLG. CEAING N.T.S. NOT TO SCALE CLA CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.H. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PA PAIR D A. DIAMETER P.T. PRESSURE TREATED PG Al -FLOOR PLAN PG A2A-ELEVATION "A" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN DELETE AWN N HALLWAY PER MARL =0 I AND STATE CODES DIM. DIMENSION R. RISER DISP. DISPOSAL BAD. RADIUS D. DEEP R.A.C. RETURN AIR GRILL OR. DOOR REF. REFRIGERATOR D.S. DOWNS T RM. ROOM DTI. DETAIL ILO ROUGH OPEEXT D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALC.'S ROLAND A. ABOUCHACRA LIVN� IA 24 Sa PT GARACeE 424 SQ FT' ELEV. ELEVATION S.H. S NGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING PG WA2-WALL ASSEMBLY DETAILS AR No. 93723 ENTRY Va Gai FT. EXT. EXTERIOR SHWA SHOWER PG WA3-WALL, ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL I" $a FT 8Xb PATIO 8o $0. FT. F.GJFX. FIXED GLASS SIM, SIMILAR P.G. FUEL GAS SL. SLIDING FIN, FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT sws SHEAR WALL PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 SECTION FTGDR FOOTING �OR TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.1. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF AB GL. GLASS TYPTYPICAL GYP. BD. GYPSUM BOARD U.N.G.OUNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTEROR WDW. WINDOW WM WATER HEATER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIJA-DETAILS PG S1.2-DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL LIABILM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S1.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.IA-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3-FRAMING PLAN DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1A-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.IB-DETAILS CLARIFICATION. PG S3.1C-DETAIIS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF'I's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl-DETAILS MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.abdosigngroup.con AA B: 0003325 I oil a= �o stmDrv. ae LAT: ABBOTT PARK LOT #9 BLK #7 PROJWT* 04181.000-0907 a ""1 1408" "DAKOTA" GARAGZ 8WDtG: RIGHT PAGE COVER SHEET 160 MPH EXP. C CC DA 12/05/19 SCALM: 1/4"=1'-O" s>I�T C1Li GENERAL NOTES SlrE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH EDITION (2017) LINO. 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 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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 3'- 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 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 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 8 TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %s -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 /rINCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL1111B8lO 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 8 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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 8 ASTM-Cl06312a. 3. LATH 8 ACCESORIES PER ASTM•G1063-11A 8 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 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEIUNGS 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 WTTH 1 114' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) Il N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdesigngroup.com AA 8: 0003326 1 04 i 3 i 4A Z suisDiv. a Lom ABBOTT PARK LOT #9 BLK #7 PROJECTI(T 4181.000-09071 MODEP 408 "DAKOTA" GA>teAGE awsrrG: RIGHT PAGE GENERAL NOTES 160 MPH EXP. C DE DAB 12/05/19 MC,h=: 1/4"=1'-0" 8*0cw GN I ' I U - ouEWUEuo o,uNE11EEEEa � - oI7.1E11uWnN!o�� cfEEEEEEI'o . Mo 0 m i � � o i o IV f O - i 20 MIN q o � i ATTIC ACCESS .__. AS REa LE PER MID& 11 oli .: m LE oIINEENSNNNI'o o!IEEEEEEn 113 F311[a o'pla as EXTERIOR MASONRY SQ.FT. CALL. S WALL OM. HEIGHTS LIVN6 IA06 ea. FT. ® GARAOE 424 86L FT. 8'-0' BIBG. O1TRT 16 ea. FT. TOTAL 1048 ea. FT. 8n18 PATIO SO SQ. FT, 102=900ORMSOMMI 0FB8U8 OWN 801E O HVIIDPA IBIMIIS MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR, MIN. CRITERIA SCGD. MIN 41 5 31/-" CRITERIA 1601V OAD. 112 1 5 1 28.2/-313 BASIC HIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H. EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2019) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C V-4* DBL. TOP PLATE 0 BAR DETAIL A SCALE, V2'.I'-0' FLOOR PLAN SCALE: 1/4' " I'-D' NOTE+ -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQRS UIPPED WITH SOLID WOOD DOOM NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' l35 MM) THICK OR 20-MINUTE PIPE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosi�gngroup.com #: 0003326 fill] 5 40 Nu 0 IIII IV. do LOT. ABBOTT PARK LOT #9 BLK #7 PROJECT* 04 8 . 00-02071 'D'P1 1408" "D KOTA" GARAGE SWING: RIGHT PAGE: FLOOR PLAN %160 MPH EXP. C as NO DArlt7C: 12/05/19 SCALE: 1/4"=1'-O" INK EE'T Al Ai ./-16'-4' BLDG. HGT.w --_—_-----_-----_ WAS. 12 SHINGLE ROOF 5 1� OFF RIDGE FT'PON 5� BRACKET 81DING AS BMCIFIEO rrP) JillLE LM I I1I FRONT ELEVATION SCALE+ 1/4 . F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A ARFAOFATnC • 2364 Sa FT. NET FREE VENTILATION AREA REQUIRED V30D REQUREDVENTIIATION AREA • 2364/300 7.66 VENTILATION AREA% Sa INCHES PER FT.(144) 1134.72 SO, IN. MIN. REQURED VENTILATION • .SX 113A72 IN UPPER PORTION OF ATnC 567.36 SOL IN. OFF RIDGEVENTILATION AREA = 215 SO, IN. PER VENT 56736/115 TOTAL OF VENTS REQUIRED = 4M357 VENTS PROVIDED 5 ITOTALNOF 'AREA OF ATTIC ISTHE PERINHTEA OFTHE HOUSE, UWTHE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED _ 8'-0' BRG. HGT. II B —COACH LIGHT a I ;b El II 0m FIN. FLR 0 -m' F—-- -- ]I 1 ------- - ------------_ I T 0'•fd' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH S'-W BRG. HGT.w El �I I 0'-0' FIN. FLRIO ---------- ------ - — - — - — - — - — - — - — - — - — - — --- 0'0 0 FAN. FLR LEFT ELEVATION SCALE: 1/4 . I'-W TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 ------------------------------L124 0'-0' FIN. FLR I I 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 W NW.■bdesigngroup.com AA p: 0003325 Jill ■y A pp 9 z a aunDIV. ae xatil ABBOTT PARK LOT #9 BLK #7 PIeOJMCT# 04181.000-09071 B[ ""1 1408" "DAKOTA" GARAGE OWING: RIGHT PAGE: ELEVATION "A" 160 MPH EXP. C AFC:FrTEM STAM VM DIUNT AB.• 12/05/19 aCALE: 1/4"=V-0" al'IEET A2A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES OBV OUTLET 20 APP MOLE POLL IIOV OUTLET VJ OF Oulu" Rem To URGI —+� GPI IIOV OUTLET Em,MPED 0000 FAY. MEOWS%rnvru PROWAR TYPE/ �} noV OUTLET (u ELe COMMOTION yWaNpa EM. WATM04W P GROUND PAILT —CF GN OUTLET MRRIIPTER y0. W SWTC14 SWTCN 14"Y OPEC �4 OUT04 4-WAY OPER Lei WALL MOUNTED � f LOW CEILNO, L*W © LED CL6 LIGNT LED VAPOR ©vp PROOF LOW O VP VAPOR PROQ LOUR ORCYSED CAN eVENT. PIN I OI.1 PER am, Pr. �T' FIN sA.lan I CPM PON SOL PT. V LOW raPEcr TED sY ® a-auLs uRAP A/RotND • T-Sias uRAP AIRallo ( PNTJ 2' ILUCOESCOW 4. MJIOPENCENr p .-�v��r• C .TRKX LtlM o PANEL METER O8D. im DETECTOR ~yLr-yam SD. ROLL PIONiED WALLP DETECTOR Yff.OSC1L•YG M1S��IMEIRE ® EKO CARBON+ ,041 ONALL N A DISTANCE OP NOT LNa Tull 4' PENDANT LIONT tl� NATURAL OAS ounirr ► TELEPHONE JACK WR4 SATIIAMEATER Decoppawroes 61lVIllD INe DISCON4Ecr rLJ TELEVISION J. NB ro N SYPPDRTED N JQ J-sOX ACCOIOANC! UV OO,M MARCSO M 0004 FOR INSPECTION CKLMBMNNQMW ro N SIP'ORI® N eELNO Pa4awT ACCOOANq Wv sO R MARRED "PROTON aua41•DIR �44 SW MCACESCMT LIONT STRIP on�gna 36• INCANDESCENT LEIS STRIP nnn® 41V INCANDESCENT LIGNT STRIP PL 000 L GMr E OPLaEUNIn gTPAD • PA PIsN-MRTO/ MR CNFG UN PORT • LOCATION OP TV JACKS A PHONE OUTLETS, A PANS TO OE VIEWED S 14OPE QMM RM.CONSTRICTION MEETNO. • ALL 0 A 20 AMR DR41CN CIISCUITE TO N ARC FAULT PROTECTED PER ELECTRICAL PRONOIONS or Pam 6Tu miT1ON raAn2 . Nee aMNNa aeu miT1bL • NCIRCUIT. 20 AMP DEDICATED LADRY CCUIT. • GPI • ISLAND (NOT ON ICITCIMN CIRCUIT) • DISMWIEMR DISCONNECT TO = LOOKOUT N PANEL • OATNROCM EW WlST PAN TO NAVE MN CAPACITY OF Bo CR9 NTSWITTENr PER ELECTRICAL PROVISIONS OF SECTION P lw 3 Feu 6Tu seirtON raen/. • LA MM ROOM RECEPTACLE SFIALL N GROUND PAULT CIRCUIT-M MINA'" R PROTECTION PON PERSONNEL ON mom • WRNS PETMOD •WALL N NON METALLIC CARBO PER ELECTRICAL PROVISIONS OF Neiu rTu m [aou • ALL WORK TO COMPLY WIN ELECTRICAL PROVISIONO I TIM NEu Lu E�nen . IL,. I - eY eU y� AND 'INS GIPLtlMTR10 MIST eat NNlNISY ENRe@/T fYlAe PER WP PanN1 MAN -A PANEL:&10VF<AIRrW<F VOLTAGE:1201NOV-,PR MAN: 100"M.C.N FEEDER: "I Cu T11M1 N 1-N Cu (G)in I IW C. OR J-KW AL T11•M & 146 Ou (G)* 110 C. vw a ww adn G.a° wr1 an w va• 1 m .nwirwmv sY�x mW 111 sw1 uc c.u., 1 ce PANEL - A PANEL: 420.br<AkeF VOLTAGE: 1201240 V 4 PR MAN: 150 An M.L.O. FEEDER: "I CuT M & 1-06 Cu (0) In 1 iW C. OR "200 AL TMM 81-R C. (G) a 11IY C. v a"n wa" eRYa, a".ae w.m a.ri iYn Aur va. Y11 p WOO Rrp. 50 2 YC :o �omcFi ieoo _ PATIO x M< .4 •14 «;z 1m 1 1 1 10 R6YI eatn 16 F 15IYnY.II t5 SD<UO p , " . R.< w GFi Rac ll"II, ("tl. x1&Y4'fi•�IR U tY YFU ,Pm GMIn •FU Yx,G FRO ,500 900 900 OOO sW W is 11 12 4 1. z iwY SOW 3W U 0 GFI D.n»,mr GFi WrGFl GFl Grr:E �. GwMRA mRYO 34 10 p ,s 1 Y11 x10 112 FF, O a GFI „ 37 • S/CO PEl RE -WIRED ae°•w«,��Y.� AxNrvM/wI�TURC1ftiNfERRLP,ER PRE -WIRED y CLG FAN CLG FAN \ C uc • • GRouoF u. RrenRv Fn �i\ ��� ,a �Y.,.nL.xawnY ia.l „aW wYD ee-aunox RNAw RM Ne xoxcoNCDONTLGAG ` I �; \�J Aw ,I40 wle 11ta OmAN NRa< LOW ITCH N 1� �\ OUTLET I FOR OW GAEiNET. TV MASTBRSjji'I'E Fl —MillMi A M100% es \ 1 G"wau 42IN GREAT ROOM \ 1 \ , circa Tamr \ (GFI i 4n � L qp \ IaTCiM � \ wa.c. PRE-WIB O I CLG FAN 1 HOOD WIRE W/ 1 OUTLET FOR ---- --n I I m I I FUTURE MICRO � \ L BEDROOM#3 \ sD. / \ I ` '\ I PANTRY ET -ST�p �\ I -3' 1-3• / 42• O LED LIGHTING LED LIGHTING B.FOR '"FF. GARAGE DOOR C SINGLE LAV. @ SINGLE LAV. MASTER BATH BATH 2 ®\� i BATH #2 II \ WALL MOUNTED \\L*WT WISWITC44 IN \ ATTIC — — — — — —FOYER\ BOLLARD >^( AS REQ. '-'FIELD \ ! ( PER BLDG. IL VERB `}y,,y� GARAGE CODE PROVIDE 3VM CU, TLWN 4 PE CU IN 2' CONDUIT OR 3 \ \I D A4M AL, T• P6 CU N 2' CONDUIT. IUN BEDRO0M#2 � / (CONDUIT TO TEWINATE ABOVE SOFFIT 0 OVERHANG.) CLa IRRIGATION 150 AMP ELECTRICAL RISER % �i - \ OUTLET OUTLET e 48' AFF. NOT TO SCALE. COMBINATION SERVICE BO AMP TRY — — DISCONNECT SWITCH AND 1201240 VOLT I PHASE PRE -WIRED CLG FAN — — \\ GFI GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL M ELECTRIC METER N NEMA 3R ENCLOSURE NCO PANEL \ ` COMPLY WITH ELECTRICAL PROVISIONS OF THE FECR 6114 \ WP \ GFI PD. FOR CHIMES EDITION (201T) LOCAL CODES, AND ALL LOCAL POWER COMPANY REW141EMENTS. B0A/2P . \ - Q ALL CONDUCTORS SHALL BE TYPE THNN/TINUN UNLESS — — — — — — NOTED OTHERWISE \\ TELMM40 E SERVICE CABLE TELEVISION i COACH ENTRANCE SMUISEENT SERVICE EQUIPMENT ENTRANCE LIGHT �- — — — — POWER COMPANY �lwwftywffm TRAXWOR TER DOWNS TERMINAL AT LOW GRADE r VOLTAGE CONNECTIONS ELECTRICAL PLAN SCALE, 1/4' • P-O' PROVIDE 50 AMP, 120/240 VOLT, I PHASE SECONDARY. ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) N 1.1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 V CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PRO VISIONS OF THE 6LH EDIT1aN (20(T). 6/8" DIA X 8 FT LONG COPPER CLAD GRAND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774807E FAX: 407-774407E www.abdealgngroup.com L AA 11: 000332E J aRWa 5 EIUDDIV. ae LOT ABBOTT PARK LOT #9 BLK #7 P1tOJzCTp 04 8 .000-09 71 1[OD"y e 1408" "D KOTA" GARAGR BVrING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C DAT .• 12/05. SCALE: 1/4"=1•-0" >s El 0 M � v IB'•2' 1'-10' I'1'-0' I DW SINK I Q o IL WG. lST I 010 I n I 1 i I n OPT. REF 1 i Y 1 Q i i n I I 2• VrR WG V.----- pill II KITCHEN I IR' VTR SINK W/ I L— — AUTO VENT 1/2L----- II/2 In. I I/2 II 2' IR' 3' 1I/2 — — — — — — _ = Tub 1/2 2 LAV LAV 3. n _ 9 3 III WC 3 WG 3. WASHER OHM 3, 3' CO 4 4 — — TO MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 " I' -IL' 11 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 L pp 7 _ sUNDIV. ae LOT: ABBOTT PARK LOT #9 BLK #7 PROJECT* 0418 . 00-09 7 soar* 1408" "DAKOTA" 0ARAGE 8WDFQ: RIGHT PAGE: PLUMBING PLAN 160 MPH Ey. C DAICE: 12/05/19 SCALE: 1/4"=1'-0" sBEET P1 �} 2X4 TOP PLATE PLAN Y PRE -FAD TRUSS N'CL.Cs. DOARD .- 1/2' DRYWALL SECURE DT.—� 2X4 WOOD PLATE TO BLOD \ STUDS Y24' W/ ledATE MASONRY \ 6 OAr- NAIL 92' OL. MAX SLAB MOTEL STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHEN SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2W U 4ERE SPACED NOT MORE THAN 24' O.G. FIN. R.R. Y ' [r TYP. INT. WALL NON—BRG. FISEMLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJ.1 ON I}' O.S.D. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I'-m' ELEVATIONS TYP. OH. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND--J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I 0'-0. FIN. FLFL L 01/8' GYPSUM IS OR 1/2' 1-1404 STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'-I'-V' SEE ENERGY CODE FOR & INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 NSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 31L3 nv Ix2 P.T. FURRING - STRIPS • 24' O.C. a' CMU 1/2, GYP. WL. BID. - WOOD BASE — FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON OAA SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FM. FLR a .. . a 46 N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL ()L AY ERIUN ERLAAYISS T•IHENT AN SYs EM QD 1 SCALE, 3/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22h TYPE 11, ASTM D 49*S TYPE IV, OR ASTM D 6151 M TOR OM LM eo. B GAS LINE THRU BLOCK vr.T-Y N' r KK 2 COAT - PORILRO CVlW M-46 R AFFI.EID p"ImmY TO IA80MET REa FAWr§NW TO TRACK ■RAGMTO wNOM= AFFwOVAL wEa COw"EfE MRAO Y CMI b ETIEC71RA1. wM 2.6 P.T. YC ATTACHM TO PILL CELL AS FM App" T ATwOVAL IWQ sEAuxr . sAcww woo a GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES 2x SLOCKNG BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, NBTALLED PER SECTION FIBERGLASS SHINGLES R90a.l.l ON il' OA$. OVER B0 FELT PAPER OR SHEATHING OR;' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE Ru'S.1.1 ON J' O.SJ5. STIFFSACK AT ALL UPR*HTS SHEATHING OR J' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. PRE-ENG WD. TFWMTYR GE 014• MTL. DRIP EDGE MTL. DRIP ED oH. 2x FASCIA PER PER ELEVATION 2x FASCIA PERELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP Of -REED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER S/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- 1/2' THICK, 2 COAT 1/2, GYP. ILL. DD. PORTLAND CEMENT WOOD BASE ' C1MU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR61 — 0'-0' FIN. FLR a' CA Mu a a .. n a 4'a H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774 3078 FAX: 407-7744078 www.EbdosI9n9roup.00m AA 8: 0003325 sUNDM a. LOT ABBOTT PARK LOT #9 BLK #7 PROJZCT/ 04181.000-09071 MODIW 1408" "DAKOTA" GARAGE 4 VIMG: RIGHT PAGE: DETAILS %160 MPH EXP. C ENCALE: 1/4-=1'-0" mirr. T D1 4' EMMOMENT MIL Mwm FLOOR TO mI xi 1z I W) CUT NAIL6. 81DE6, 2Xb 4ARAW DOOR OIICK UV (6) m )PXm A-0OLT6 4' EMBEDFm1T MIL W/ 210 �." M:R AiIC NUT 6P. EVE11Y FROM FLOOR TO OARAW DOOR NDR N JOINTS F7410R TO FILLNd 1-2xb FT BLOCK • comfe OF is DOOR WADER WKI)VXb'J-WXTb 4' 81SEDMENT UV 270'14i' WA"R AND NUT. m fN"t L BC N NJCE TO I m r MAKFACTUMR'6 "TALLATION IMTR4TION6 Umm GARAGE DOOR 1 BUCK ATTACHMENT er.6 ur— 8' GMIU Ji' DRYWALL2' I.X4' OR VXP.T. NAILER Ix4 P.T. OR VX4' MIN. SECURE THRU FRAME 4 EXTEND I -A' INTO BLOCK V %' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 A WD4D011 BLACK +3 4 OR +5 4 ALE: KTA. 2X4,= SECURE TO BLOCK W/ Y4' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8. OF EACH END t 18' O.C. MAX SPACING. 2X6,= SECURE TO I5LQpK W/2-W6' TAPCONSIMINANK SIZE 145 MIN. HEAD 61ZDIIP0 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t 8• CMMU IB' OG. MAX SPACING. )S' 2X8,m � I'X4. OR SEAS BLOCK Wl2-1)(s' IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7TTOA MIN. EMBEDMENT IY4) WITHIN B' OF EACH END 4 L i'X2' P.T. NAILER CASING JAMB OR WINDOW H TO 2X PER MANUFACTURES DETAILS. M6 O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" TO SCALE, KT.$. BLACK +1-1TO BLACK +1-1 " �11BiD011 2X4= SECURE TO BLOCK W/ V TAPC748 (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4NOTE' STRUCTURAL 2X U?' Or -MAX SPACING. MUST BE ON OUTSIDE 4 2Xb4= SECURED THROUGH SEGO BLOCK W/J-V NON-STRUCTURAL V (MIN. SHANK SIZE J45 EM15ED NT INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING.4M~ACTURES I'X4' OR I'X2' P.T. NAILER SE�a BLOCK W/27(' O.SJ8. X 4' MN. (MIN. SHANK SIZE J4SDOOR GAGING MIN.HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4)ATTACH TO 2X PER WITHN 8' OF EACH END DETAILS. IS. Or MAX MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-15/If TQNDOB TO BIAC,g„+1-15/ S E, N.T.S. 2X4:m SECURE TO BLOCK W/ )J%' TAPCONS (MIN. SHANK SIZE .t4b MN. HEAD SIZE 300 MR EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL IX•' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT OW) 8• cm WITHIN 8' OF EACH END 4 )S• DRYWALL Or -MAX SPACING VX4' OR I'X2' P.T. NAILER 2 2E'm SEPCON80 BLOCK W/2-ib' CASING A (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 JAM15 OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER XQ/DOOR WITHIN B' OF EACH END 4 MANUFACTURES DETAILS, ]VOr- MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) ��Wamw TO BLO KK+221145TO BLO KK+221145" ALE, N.T . 2X4= SEGO BLOCK W/')(s' (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X 18' OL. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROH UGNON-STRUCTURAL SECUR %' BLOCK WR-i(r'TAP'CON TAPC4" MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. 14EAD SIZE -ACV • cm MIN. EMBEDMENT I Y4) Jf ' DRYWALL WITHIN 8' EACH END 4 18' O.G. MAX SPACING. El X4' OR 1'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/2-W6' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER MS' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" E SCALETO BLOCK +3" , N.T . 2X4= SECURE TO BLOCK W/ i(•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X&= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') B' CMWITHINW OF EACH END 4 J1• DRYWALL 18'O).'.. MAX SPACING. 2X8� I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-1J(r' X 8EG1RE TO TAP�CONS(MIK SHANK SIZE TURAL MEMBER 71t(2jild 145 WITHB' OFEACH MIN. HEAD SIZE 300 D 4 6' TO W O.G. MAX MIN. EMBEDMENT I Y49 OOR CASING WITHIN 8' OF EACH END 4 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 Y4 ) DOOR JAMB TO BLACK +3" • +3" F SCALE, Kr . 2X4a SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) NOTE; STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,ms NON-STRUCTURAL !(s' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) Y)' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2xss 11 SECURE TO BLOCK WA-1/4' 74' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J46 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OJC. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3-7/16" NDO LACK +3-7 18" C' SCALE, N.T . 2X4= SECURE TO BLOCK 1114 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X O.C. MAX SPACING. MUST MUST BE ON OUTSIDE 4 2X 64= THROUGH 8E0URE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-4. (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') B' CM WITHIN 8' OF EACH END 4 J1 DRYWALL IS' O.C. MAX SPACINGS ❑ 1'X4. OR VX2' P.T. NAILER 2XS4 SECURE TO BLOCK WA-1/4' ' P.T. X 4' MN. TAPCONB CASING (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAGH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" LACK +3 3 4' H SCALE, N.T9. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7144078 www.abdesigngroup.00m AA M: 0003325 Wool Bt MDIV. es LOr. ABBOTT PARK LOT ##9 BLK ##7 PLtl0J)LR=T/1 1 1.000-09071 MODF e 1408" "DAKOTA" 0ARAG E 9WINo: RIGHT PAGZ: DETAILS %160 MPH EXP. C DA a4: 12/05/19 GICALM: 1/4"=1'—O" e>Ls> WT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 1732S.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 22/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwAbdesigngroup.com L AA #.' GOM25 lit aUDDM & LOT. ABBOTT PARK LOT #9 BLK #7 PROJECT# 4181.0 0-09071 MODE,e 1408" "DAKOTA" CARAGE 11111IING: RIGHT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C L 't AR NO 93M I � 12/05/19CALE: 1/4"=1'-0"1iEET D3 PREFORMED CONTROL JOINT - FLAME OF CONTROL JOINTS Td SHE MIXED TIED TO LATH • S• Or- MAX (vERTA e12aL DO NOT FASTEN CONTROL JOINT TO ULA. , EVEN IF 61W tDftT6 BEYOND EXCEPT STAPLES Wi SEG✓CB6•MAY BE USED TEMP CON1 L JOINT DURING INSTALLATION -------- PASTOR- MAXBE SPACED • �' O.C. MVCRTICALLT I i 1, THICK 3 COAT CE•ENr \ PLASTER /- am LAYER 4, FORTPBER / EUN.DING PAPER APPROVED META. LATH FASTENED ten' (VERT.) Or- MAX AT SUPPORTS USES LAYER 1. STUCCO WRAP WOOD SHEATHING LATH SMALL NOT yrO U• OE .DNTRLOUS .• rD r r ro s•. THROUGH CONTROL '—MIN. J'- OINTS OUT S,M O STOPPED AND TIEALL D AT EACH SIDE PROVIDE 2X4 BLOCKIN3 PER ASTM C106D 1)0J.4 PLACED FLAT MAX. 6' TO V FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON FASTENERS, FOR LAT14 TO NAILS STRICTURAt. STUD OE OR -i — STAPLES IN COMPLIANCE V ASTM C1063 2. WIRE TES, TO OE (NO. W 00410' WIRE / 3. BLOCKING ONOM MAY BE N ADDITOy \ TO WALL STUDS REOUIPED PER PLAN / OL FDLD aEIAIO . PT. A OFr.A NYMO. P. A 1 OWN . FR.O OLNa1D MYC. FT.A i CPSAN . PT.6 row ,f • ® --CIGAR • f. CIOAN . R. C 4. FOLD PT. O 0%1" FT. al T" PT. C TOCMN 410170 l R.ANU QP KIOM oncm —.—TOM MAL. P". DQ FLING= k THICK 3 COAT CEMENT PLASTER C*AE41C• 2 COAT eN+N PLANIR (Ow #M LAYER 7, FoltTR8ER S UILDNG PAPER (wAFE cww awe LATER % xlDc-OUT 1LAIHM (00 OETAu APPROVED BUILDING WRAP !MALL EE LAPPED A MINIMUM OF 4'x4' SELP•ADHERNG hEPIDRANE 1 6' • VERTICAL LAPS, (ROLL FLA&41NG (COFIPATEILE EV HOUSE 71 ENDS) 4 6' • HORIZONTAL LAPS,. URAP MATERIAL) OVER ALL OR" NEED TO 011 TAPED LATH VERTICAL LAP TO DE V APPROVEDHOUSE Rio rIHR WITH PORTOER MEATWM TAPE FLASNNIZ / 1. OR LESS PIPE / \ PENETRATION / / r rax LAr' • rErAL urw \ \ �C X X X ' X X X - - — — — CUT AND OVERLAP ONE SIDE T / METAL LATH KELP-ADFEIIIG FEI'BRAYNE J R ASNRI3 STEP M WPM LAYER 1, I N�'LAS 1 COAT CEMENT STUCCO uRAP FETAL LATH WRD LAYER -2. FM UM LAYER -2.fPM , FORI ER / I BUILDN3 PAPER UMBER CUILONG PAPER WPM LATER 1, .+- I E) WIRSTUCCO WIIAP EN INSTALL FASTERS (CLIPS. WOOD SHEATHING STRAPS, STAPLES) AS REBURIED TO SECURE Irr � PIPE TO FRAMING ® KICKOUT DETAIL a� � I E � a I PEa(wALL xOM IIe AT not" OF PCOF � Nmwerlow �$CCtLO T m MAL (MO QL r nN un LAP. 4' ON ALL LIP Nit SIDE LAPS OF METAL PLASTER OASES SMALL OE SECURED TO FRAMING MB'7DETA THEY SMALL BE TIED WITH 00415-IN. (121-HASP) WIRE AT INTERVALS NOT MOIRE THAN 1' (22S-MM). AS PER ASTM C1063 1st FOR REPAIR OF TEARS N UM LAYERS, TEARS MAY BE PATCHED W)MOUSE WRAP TAPE PER MAN F. SPEC. OR PEEL A STICK UK= STUN SHEATHING STUCCO WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 GOAT CEMENT PLASTER (a1U) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT WALL SHEATHING) / -- CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O�" FLASHING N N.T.S. ED 6�� 6Sr6' SELF-ADFERNG MEMBRANE PLASHN3 (COMFATIOLE UV HOUSE WIEAP MATERIAL) OVER 4W S,ELP-ADHERING MEMBRANE PLASMIN3 OVER APPROVED HOUSE ~ PLAGNIM TO Uwe LAYER 4. F MTP41WR BUILDING PAPER FETAL LATH 6'x6' GW-ADHERNG MEMBRANE Mom uAU!AI•. PLASHING re ncreNo aNTe PFE 4'x4• SELP-ADFERN311VMDRglE RASPING OVER APPROVED HOUSE YAEAP. �.AKIMIfl To EICTEND ONTO IMPa 'A' CCNT. DEAD OF SEALANT INSTALL APPROVED HOUSEWIlAP AIR INFILTRATION DARKER OVER SHEATHING ELASTON'ERIC COATING OVER STUCCO) C.v. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION RT017 BOrl9r IEIIIIa and oWlrYn EAwIor xae of poraana wmenl plaster shaft comply with the applk . requlma—ts f ASTM C 926-12A Inslellatlon ai exUanor IstNrg aria f -nkV sF�l carriPl with ASTM C 1063-12A. LEGEND OF DRAINAGE PLANE (LURE LAYER 01, STUCCO LURAP) LURE LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-013, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdoeignVoup.com AA S: 0003325 -r i a !lVH10M /e LOT. ABBOTT PARK LOT #9 BLK #7 PROJ=T# 04 8 .000-09071 MODSS{s 1408" "DAKOTA" GARAGM BWMG: RIGHT PAOM: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TE 12/05/19 XCALtc: 1/4"=1'-O" 8*MXT WA1 00 BACKER ROD BACKER ROD WRB LAYER 9, A", u11RAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S)AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6EQUIl rs OF FLASHING TO BE, L SOTTO11L 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JONTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO � LAL,L SIpES.Ys' CAULKING a JOINT PER SECTION R703.7 Extador�and� Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT \\— �• THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOODSHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SFEATWING FLASHING LAYER M, UNIT STUCCO WRAP LAYER •I, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD ✓-11v CONSTRICTION FASTEN TO WOOD STRJCTURAL SEALANT* ; MEreER a 1' O.C. MAX TOP 4 SIDES ` cru GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 1 6' SELF ADHESIVE FLASWING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METED VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM — "^ "' — "" R SIMILAR/ APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEAT OVER 6® MN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS r A ADHESIVE FLASIeNG, CLEAN MASONRY BEFORE AP'PLYIN (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WR15 LAYER 01, STUCCO WRAP CUT 'X' INTO SELF-ADHERMCs ) MEMBRANE FLASHING LA APPLY SELF -ADHERING MEMBRANE FLASWNCs OVER BOX AND OVER L APPROVED WRB LAYER M STEP *1 STEP *2 WRB LAYER h, STUCCO WRAP 9 APPLY 60 MN ING GRADE 'D' FELT ® MEMBRANE FLASHING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 4, FORTIF15ER BUILDING PAPER STEP *3 STEP *4 COATING OVER STUCCO/ C.V. FINISW (SEE TYPICAL WALL ' °e• SECTION) °e e. o• •e e• e. •e e� ° e• oELASTOMERIC METAL LATH STEP 05 STEP 06 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774E078 FAX: 407-7744078 www.abdosigngmp•com AA M: 0003325 C i a summ a LOT ABBOTT PARK LOT #9 BLK #7 PROJECT# 041 1.00 -09071 MODZ{1408" "DAKOTA" CARACE S11INO: RIGHT PACE: WALL ASSEMBLY DETAILS %160 MPH EXP. C -1 : 1 °. - ; s L RNT 12/05/19 1/4"=1'-0" SHEET AS LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO L. WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — 21/2"k CORNER BEAD (FASTENER 4 SPACING 0 l' O.C.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R1CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwabdosigngroup.com AA 8: 0003325 Jill sUBDIV a< LOT ABBOTT PARK LOT #9 BLK #7 I-RDJ=Tp 04181.000-09071 "'P1 1408" "DAKOTA" GAXAGZ BVfMG* RIGHT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C IDE AA No DAM 12/05/19 SCA=. 1/4"=1'-0" a*== kk WA3 LEGEND DRAINAGE PLANE (WRB' LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — SUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHIW-3 wow CONOTFICrION ISEYOND WOOD SFEATNMO WEATHER BA MEIR I,RESISnvE HEATHER RESISnVE / BARRIER 4 LAP 61DIN6 WSELF— FERMI► FLAMM UWQIL GR.AMM �� DER we snVE STARTER STRIP Y `� \\ DEA THER RESISTIVE `� _ y W SELF-AMIERIN6 FLAMM \ 4ALVO METAL C.4LV'D METAL ' 'Z' m-AM A: •'FLASNMb I ' X M Tm"�R ! X S' 6"A.ATID 4- TRIM MlMBIR \y N�fPPROVED SEALLAANT Cmma SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 wwwabdesign8roup.00m AA S: 0003326 aysDiv. see TAT ABBOTT PARK LOT #9 BLK #7 PROJSCTp 04181.000-09 71 1 "1 1408" "DAKOTA" GARAGE 8WUM: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C aCALM 1/4"=1'-0" l WA4 ---- - - --- - ----+— - - I \ -- -- -- 2x6 SUB-BANt) W/I'x4' NOTCH - -------- - C END, WRAPPED IN PEEL 4 STICK !d\ I' DRIP EDGE t --_ - _ -- --_- i/g• 1/8' TEXTURED 1 FINISH s WOOD i 11/8` 1/2' TEXTURED FINISH s CMU • METAL FASCIA WRAP Ys' FROM � STUCCO, 1- FROM -- - - All WOOD WALL EXTERIOR WALL (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PLAN A 1/8' TExTUREO . FINISH • WOOD, 14, TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP 3 WOOD SHEATHING OR ChAJ x x x x x x s. 1 WRd LAYER h, x x x x x x STUCCO WRAP (FRAME ONLY) lx x x x x x x x x x x x WR 9 LAYER 92, FORTIFIDER x x x x x x x x x x x x x - ---- ISUILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2x6 slxi BAND ROCFMG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL xlac our x x x x x x x x x x x x x (REFERENCE POINT ©pI �N ONLY. FOR WALL OFF I ^ x SET OF COMPONENTS) (—ROOF KICK OUT REMOVED \\ FOR CLARITY --ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL ((NOT INTO STUCCO) 1-11/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH B CMU ' 2,6 SUB -BAND W/I'x4' NOTCH s 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 m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/t�'x4' NOTCH iv END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x ,n SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH. END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 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.1'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/05'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 al POMD'IV. ae LOT ABBOTT PARK LOT #9 BLK #7 PIROJSCTp 04 81.000-09071 MODEP 1408" "DAKOTA" GAPAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C acAt E: 1/4"=1'-0" et�EET WA6 3'-6" 33'-10" -3112" m 4" CONC. 1 4" 1 SLAB CONIC. 3 TOP OF '71 a ri SLAB 117 w 1.1 SLAB co F- a 1- . �—�-- FM-12X18— — — — — — — -- — — — -----� 1 I I 1 D-0 I 1 TOP OF iv p x SLAB o A 2 I J `�• U - O 1 4" PVC— CHASE co 1 �I wl 1 I W N 26'-9" I 1• .I 1 I EXTEND 1 T E-2 SLAB 1 112" I — — I 1 2'-8" 8-1" *51/2 1 ,., I w1 I 1 1 1 -- 4" CON a 1 1 $ 1 I� Iw w SLAB I 1 I Ir a 31 J In I 1 EXTE U2" SLAB 1 — 1.1 I — 2 • 1 FM-12X181 1.1 1 1.1 * 7 112 i 111 1 5" 3-4" 5• FMC- 4 4 FMG I L FM-12X18 — — J 12X18 1.1 FM-12X18 IA 12X18 8,_0" 7-5" I. 16'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 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. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES #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 16. 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 = 1,500 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 3 OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..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 LENGTH THICKNESS I BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 6.1 SEE PLAN B.. (1)#5's (+)0'-0" TE-2 12" SEE PLAN 8" (2)#5's (+)0'-0" FM-12x18 12" CONTINUOUS 18" (2)#Vs (+)O'-0" FMC-1208 12" CONTINUOUS 18" - (2)#Vs - VARIES F2-24X24 24" 24" 12" (2) #5's (2) #Vs 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX 407-774-4078 wwwAbdosigngroupmm L AA #: 0003325 Qll 1 a aysDIV. as LOT: ABBOTT PARK LOT #9 BLK #7 PROJRCT* 41 8 .000— 071 MODEW 1408" "DAKOTA" GARAOM 811ING: RIGHT PALM: FOUNDATION PLAN %160 MPH EXP. C 30" MIN. EACH WAY -- MONOLITHIC FOOTING 44 g STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q p; CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d SPACING REQUIREMENTS Q w to f ". GARAGE DOOR U p7 v (L W D: °' . ..� .: - r —FM W g j RECESS 0: N 2 8" CMU WALL O COR 8" CMU WALL I • f CORNER BARS, SAME SIZE AS BAR ." ul w e" o Z fO _ .� IN FOUNDATION WITH 30" LEG EACH w = w o « •-0' TOP OF SLAB °� +-0'$ TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... 'I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURBFOR " a�BAR EXT. PORCH SLAB .•7ANDBARQUANTITY SEE SLAB SCHEDULE SIZE 48 BAR DIA. FER (i-STORY) 18" EXT. PORCH SLAB VA IMASONRY � SEE SUB SCHEDULETOP OF GARAGE 4" CHAMFER "` b�. I ,LLCONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET � �;p. AT ELEV: W! 1/2" ISOLATION ,� -,."FER (WHERE • • (2-STORY) #4 24" 1/2"ISOLATIONJOINT (1STORY)LE 6'• CHAMFER (2STORY)APPLICABLE) 0'-pW/ Z EDULE 30" JOINT (WHERE APPLICABLE) Z •- ie EE SCHEDULE#5 a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE 88 31'FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), ONO #7 42" iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0 2 @GARAGE SCALE.34"-'" CORNER BARS DETAIL DOOR OPENING 3 SCALE: 314"=V-0" 4 SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT VERIFYHEIGHT NAILS, 2-ROWS, 4•' O/C BTM. EIEI OF WALL LAP TO OCCUR OVER STUD PLAN LAP TO OCCUR OVER STUD OF WALL PLAN Lu ( 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 NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE O SECURED W! 2- PART C SPACING. SINGLE BTM. PLATE 112"xg' WEDGE ANCHOR W/ 2° gTM. PLATE TO BE PT. 2" CAPPED a EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO GALVANIZED PIPE -+ d B", LINO - PLATE EPDXY 5-12" EMBED. MIN. 16" OC SLAB W/10d MASONRY W/FLANGE 0 BASE Q FOLLOW ALL MANF. = USP SOTH40R SPTH6 BTM MAX NAIL 16" O/C STAGGERED. C SPECIFICATIONS FOR V7 9 I USE AND AND TOP PLATE ANCHORS W! ADDITIONAL METAL CONNECTORS NOT o = H PREPARATION OF 10d x 1 iM" COMMON NAILS FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO Z � HOLE. 10d x 3" w w UPLIFT IS PRESENT. SECURE FLANGE TO SLAB W/(4)1/4" X 2 1/4' p W SEE SLAB SCHEDULE w SEE SLAB SCHEDULE O'ti• .� TOP OF SLAB OF SLAB 4" CHAMFER (1 STORY) -a - 6" CHAMFER (2-STORY) a EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL CURB FOUNDATION WOOD WALL 5 V 8INTERIOR � scALE:3/a"=r-a' (W/ UPLIFT) SCALE:3l4"=1'-0" SCALE:3/4"=1'-0" scALE:3/a'•=r-a' (NO UPLIFT) LAP TOP PLATE A MIN. OF 46----------- 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 m WALL W/ SYP No 2 STUDS SEE a 4: PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL G: m w 16' O/C STAGGERED. ADDITIONAL METAL U v d CONNECTORS NOT 0O U) 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. M Z TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE 0 o z Z TOP OF SLAB 'a • "ISOLATED" COLUMN PAD -'——�---�lp a . CENTERED UNDER WALL AND .•Q,'•. •..�., ... POURED MONOLITHICALLY WITH = 1_ FOUNDATION AND SLAB ^'� SEE SCHEDULE I SEE SCHEDULE . FOR WxD, BAR SIZE V FOR WxD, BAR SIZE AND BAR QUANTITY --551I AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 9 10 SCALE:3a°=,-0" scALE:3/4"=1'1" (NO UPLIFT) 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-7748078 FAX: 407-7744078 www.abd•elgngroup.com AA M: 0003325 L a 3 a eUBDIV & LOT ABBOTT PARK LOT #9 BLK #7 PitoimCT* 0411. —09071 MODEP 1408" "DAKOTA7 GARAGX 8WWG: RIGHT PAOM: DETAILS %160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 3275D PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com L AA Y: 0003325 z a oxmDly. ae LOT ABBOTT PARK LOT #9 BLK #7 PROJECT* 0418.000-09 71 "'W'1 1408" "DAKOTA" GARAGE 8WING: RIGHT PACE: DOWEL PLAN 160 MPH EXP. C na.AM A ABOUCKAM AR NO 9WO J D � 12/05/19 BQA=: 1/4"=V-0" BItEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION a0 e 1 I 0'-0" FIN. FLR. +� TIE RTICAL RE. c TO HORIZONTAL .. REBAR W/ 10" HOOK 77 BAR SIZE 48 BAR OIA. Z w #3 18" f > #4 24" m 00 #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=V-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS C �U Z 6" CMU WALL SEE SLAB SCHEDULE —�R 4"CHAMFER(15TORY) 6" CHAMFER (2STORY) 2 - MATCH STEEL REINFORCEMENT & PER SCHEDULE SEESCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY zX BAR SIZE 48 BAR DIA. #3 18" tJ #4 24" #5 30" #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE:3/4" V- NG REINFORCEMENT PER SCHEDULE #5 BARS m ■ o CMU UNIT DIMENSIONS m ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONQWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.ebdealgrgroup.com AA #: 0003328 fill i 21 ABBOTT PARK LOT #9 BLK #7 PROJECT# 4 81.00 -09071 "' 1408" "DAKOTA" GARAGE 8WDM: RIGHT PAGE: DETAILS 160 MPH EXP. C P TE D12/05/19 BCALE: 1/4"=1'-0" SKEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1Od x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1 P2"HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' " x 2 7/8" LONG, WITH WASHER Q 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. BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION 1P61) SIZE REINFORCEMENT STIRRUPS REMARKS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 8x8 (1)#5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8"PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS aIM1�eSB6 SAFE LOAD - POUNDS PER LINEAR FOOT 41Ma1,GeBw SAFP LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH IRS eno enact enaM 4vnas exM er4ta ewM TYPE LENGTH SUS weLENGTH gCMU TYPE erstt "e47 e+:-tt etas eF1utt eawar mutt OW41' eat-tt 4F3W ern•tT 9%V eeaarr eW27 r4' (42') PRECAST 2231 r4• (4r) PRECAST 1025 1034 Is" 3'4• (4r) PRECAST sees 4M1 M eta2 lam teM im mM mm MM 4M4 pM S np lam 4'-0' (4B') PRECAST 1968 C41* us') PRECAST 786 783 1309 f4• M PRECAST tap 27M 2aM 2Me 4en sme eon ,Ma 22M 4aM aMe 4e4 4120 40n Y4' (541 PI RECAST ,899 rd S� PRECAST 812 01 1073 f4• (541 PRECAST ON aka 2m M76 44p m1 pfe ,M 2M VV Me 40p 4711 Mn S4• Rfl PRECAST 1217 B4' (84') PRECAST 411 411 745 B4' PC) PRECAST Isis 171 2m ape MM WI 4p2 Ims 1716 2M 2eM MM =I 4M2 V-10• (7M) PRECAST 1062 B-t0• (70•) PRECAST 340 330 010 V-10" (791 PRECAST m t Mi au7 3m 4iM M iM 2M MISS SW M2o 41M B4' C/e') PRECAST SOB S4' M PRECAST 807 721 400 84' (7n PRECAST m aw sit ale up Moe 280" 2m pM pti r4' Wj PRECAST 743 T4' ND') PRECAST 424 634 389 T4• (g0") PRECAST to Masi nn am m 1214 MM apa Mm sin m V-P (1121 PRECAST 884 V4' (112') PRECAST 328 612 23D Vs4 (11r) PRECAST W m 11 In4 Im MO 2aaa MI M2 1Me lea ISM 22M 2Me t0'4' (128') PRECAST 475 10'4' (12r) PRECAST 264 401 180 IO'4' (12r) PRECAST m M. Me t1M VAI I 2mf m m IIM ton AM 20M pM 11'4' (13n PRECAST 382 IT-C (13r) PRECAST 280 452 184 ll'4' (13r) PRECAST R4 aM e00 1M m 1e1 Im 4" M Ian mM 4e16" Mn IX-0' (1441 PRECAST 887 174• (144� PRECAST 2/4 402 137 1r4• (iM� PRECAST 4n 4M m eM tt 1eM 4n m 940 IMa t 1M 2m 13W (1807 PRECAST 2B6 ir4' (180� PRECAST 2t7 824 110 18'4• (180� PRECAST 418 ap M m M4 t tam 4m 400 m 11" 14W (t88n PRECAST r78 /4'-0" (16n PRECAST 208 203 t00 14'-0' (18" PRECAST m m m eM tpa 410 4m m m lea 1 ton 14'-8' (t78') PRE RR t4'4• (17r) PRE NA 254 91 14'-8' (178•) PRESTRESSEDm 94e 74 aM Mo a s n2 "as aM t on sit 1131 im IF-4- (1841 PRESTRESSED N.R. 7B4' (164� PRE N.R. 269 83 184' (784� PREB1AE38ED 2- m 313 m 4M Ste SIT m m MI I I im mr wn PRESTRESSED N.R. tr4• P" PRESTRESSED N.A. 194 64 1T4' (208') PREB'IR� In 1M m 306 4m Me a21 m eM m 1271 en 14n ILP 184' p32") P1�it NA 146 62 1" mn P M 140 m 2M a4e 4m M m M MI M 7O 13V 21-W On PR667AESBFD N.R 21'4• (�7 PRE N.R. 126 42 21'W (2M PRE " to M4 M2 M/ m m M 4M Im ws eM m 10M W-W (284� PRESTRESSED N.R 2r4' 054") PRESTRESSED NFL 118 40 274• OW41 PRE In 1n IN m 2M aM en $13 4p see m w m M 2'Mr Mn PRESTRESSEDNA 24'4' mn PRESTRESS® N.R 91 38 YA'4" flee') PR661RFASED 1M IM 170 >@ M an M2 M 4m 0M 40 7n M m ----...--_ is 2DD 4M 4M s11 "02 tact (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CA8TCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINSAUM 4" OF BEARING PAST EACH SIDE OF N7NDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 os�oos�s�m� Omi�0�00 mom�r, oom sas�s�vo©v moa��Q!Q! ms�oos�s�o s�mBn0�m0 mmO�OQ'"Cu�!1 O�m00m0 'OmmOEW7■,�'.'!Q� 0�®O�mO oomoo�+o- D�000m0 oomoomo O�mOm00 O�m0m00 ®oms�mov ®omommo �Om0�r7m0 OD©0©©0 0��0�00 oo©o�oo m�000mm ©ADO©DO 8'-0" � T e 8F16-1 TIOMI06 7,1„ f C / a � f 9s d op �a y. e i 2 1 U.N.O. PROVIDE 881 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-O" U.N.O. 9 ¢., L ----- J € ) " ,8RF14-1T/OM/OB 1 * 1 ( -Tx 4'-8' 8F16• M 1 4 `s b ITroM/OB # BF16-lT/OWOB 3 `�"' SF20-1T/OM/lB E LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32780 PH:407-7748078 FAX:407-7744078 www.ebdmigngrouRcom AA 0: 0003326 J Pi vKS� i a vmaiv. NIt TAT: BBOTT PARK LOT #9 BLK #7 81.000-09071 HODSy{e 1408" "DAKOTA" Owzewaa swsr70: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C t, AR NO 937Z3 I sHra-><" s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BE CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT THAT XFXX -1 T/1 WOB INDICATES A DOUBLE BOND BE AND XFXX-1T/OM/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST •3144" WINDOW SILL Z i SLOPE PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. POa�F�� .Q NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE, 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F =FILLED W/GROUT U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1 T/1 M/ B NOMINA HEIGHT # OF #5'S, TOP BOND BEAM COURSE # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE:11n"=1' " TYP. B"x8" m BOND BEAM TYR. 8"xt6" io BOND BEAM 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM OF BEAM 8x8 BOND BE TOP OF W/ (1)#5 BAR fi BOND BEAM GROUT SOLID FROM OP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8PRE-CASTCONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR �f 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS +..e . PRECAST HEADER(MIN) 2x4 (MIN 2X3)13116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE ,300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND le,O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 2x8 (MIN 2 X 3) 23M 6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING - 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ ,S" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com L AA #: 0003325 I [ E 2t A � 3 [sLTHDIV Se L/0T. ABBOTT PARK LOT #9 BLK #7 PRom.cT/ 04181.000-09071 ID"'11 408" "DAKOTA" GARAiGM 9WEN is RIGHT PAGZ: DETAILS %160 MPH EXP. C LE 0 A �� mmmm elm 12/05/19 8CAXX: 1/4'=1'-0" 81MET S2.1A FRAMING NOTES: 1. U.N,O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 112' HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RTi 6A OR LUGT2 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177'' x 2 7/8' LONG, WITH WASHER CQ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0-, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. C AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngmup.com AA N: 0003326 z a 5 00 sc7HDm at LOT ABBOTT PARK LOT #9 BLK #7 PROJECT# 4 81.00 —09071 MODEP 1408" "DAKOTA" GARAGE SIMNG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 V2" TO TRUSS. FL#, 7680 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOFANALL/FLOOR HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4' 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TAPCONS TO CONT OSL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" POURED LINTEL OVER TRUSS (NOT SHOWN) NOTE: A PT SYP #2 2" x 4', # 1900 UPLIFT (2) USP 6", 8" x 4'-0" MAY BE ADDED HTWM20 INSTALLED ON PRE TRUSS W/ 1 Od NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1 /4" x 2 114" TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 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:1870 LBS, L:710LBS (1 STRAP) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 2" COVER & 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR all b 3 GIRDER CONNECTORS) SCALE: 3 4"=,'-Y' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE WI (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVERS TRUSSES) 4'-O" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) -X" BRACE SEAMS) 30-1" TO 60'-0 (3) -r BRACE SECURE 2X8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1/2" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED WI (2)10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=V-0" NOTCH DEPTH 114'D 10 J/'y OLE EDGE>5/B" HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <2l5•D SGL. STUD USED SO LONG AS THEY CONFORM TO THE °f OUTER 113SPAN FOLLOWING ONLY HOLE EDGE >5f8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 01 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5'0 OBL. STUD SUBJECT TO FI AND F2 FORCES. STUD NOTCHING BORING LIMITS (�AND 0 ALTERNATE MATERIALS SCALE: 1 1/2"=1'-0" 11 SCALE: 3/4"=1'-0" --- -- - - i 11 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407.77"078 FAX: 407-7744078 www.abdoeigngroup.com AA •: 0003325 fill i r �K 4s • 7 etYBD Se LOT: ABBOTT PARK LOT #9 BLK #7 PItOJSCT# 04181.000-0907 i► M 1408" "DAKOTA" UAV.AGa 9WMG: RIGHT PAa1L: DETAILS 160 MPH EXP. C PRDIT .4 DATIM 12/05/19 ISCALS: 1/4"=1'-0" EHICET S3.1A PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-X O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24' O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2X6 PT. PLATE TO BLK WI TRUSS PLAN W/ i!2" DIA. ANCHOR BOLT WI 2" WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POUREO LINTEL COURSE CONT. 20 SECURED W/ (2)10d•e EACH TRUSS TO BE INSTALLED @ 10•4" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL U41 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdaalgngfoup.com L AA 8: 0003325 J 14 Z A 88L/0 VDIV. S. T ABBOTT PARK LOT ##9 BLK ##7 PROJZCT# 0 .0 -09071 ID 1408" "DAKOTA" GARAGE 8TIING: RIGHT PAGE: DETAILS 160 MPH EXP. C 0 RDrr IaGS A 12/05/19 CALZ: 1/4"=1'-0" iIZET 3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d ® EA. 4'-U' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO W-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) .X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IN W, 2x WOOD FASCIA CONNECTIOPER SEE ARCHITECTURAL TRUSS MN FG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 20 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN 4 PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-7748078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 J u fill a svHDIV. ae LOT: ABBOTT PARK LOT #9 BLK #7 [PROJECT# 04 81.000-0907 MODE1408" "DIMUP GARAGE SrIING: RIGHT PAGE: DETAILS %160 MPH EXP. C E DRINT AZE: 12/05/19 SCALE: 1/4"=1'-0" SkKEET S3.1C v GABLE -Era '�� HIPROOF EY w ROOF WIND DESIGN PRESSURES NE GRUBS) ASCE ZONE 1 = 18.fi2 PSF (28.52, ZONE 2 = 32.73 PSF (42.73) ZONE 3 = 56.14 PSF (66.14) "A'= 4.V END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: 'C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.16 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 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 Sd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIAL SHANK TENSILE STR, SHANK 8d RING SHANK, 2 1/2" 0.120" 170,00D IN i6-20 RINGS SCREW SHANK ER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHMO 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 Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.0 TOP 8 BOTTOM EDGES J Z O 7 W � LL • Z Z h . z ¢ D Z _ M y <Z 3 a w N TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS ROOF SHFATHING ■111■111■111,-I � ',1 la ROOF SHEATHING_ LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 6" O.C. IN FIELD C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.Bw(N FIELD J\ I YP. W4" T&G SUS•FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMA AGGREGATE Siff SKILL BE 3/47. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%MR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBG R 2017. 801 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Yr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF P PROVIDE &MIL CONi1N0005 POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSON{ROUND\WEREINOCATED ON MEIVE ELASTICITY - 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SHAMS LAPPED 6 INCHES AND SEARED NTHRRIE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 601 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 42. 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION M Q ESTRESS-GRADE 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. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR A REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CAL DONOT RA SCALE D WINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 A MEETING THE REQUIREMENTS OF ASTM A446 GRADE A ANDD SHALL ALL HOT -DIPPED GALVANIZED. BE D AL ZEO GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE , DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14. "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPtfVVTCA BCSI 1" LIVE LOAD FLOOR: LIVE LOAD 40 paf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: 20 paf TOP CHORD-tpn-conartent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 pit BTM CHORD -ran-mnDurroM 95 BAR - 30" #7 BAR - 42• TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pMf TOP CHORD 20 paf TOP CHORD (7 Paf W/ ASPHALT SHINGLES) (10 Pat W/ ND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 Pat BTM CHORD 5 pat BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opt 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 PIT WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pat WIND: DEAD LOAD SPEED=17) MPH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBA EXPOSURE Q RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATION$, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE:: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40p GUARDS AND HANDRAILS: GUARD IN-FILLOMt4 COMPONENTS: 5OO PASSENGER NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GA AGE E LE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40Pa4 SLEEPING ROOMS: 30pet STAIRS: N SUE, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (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 SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE r. = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WINO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM . SHOP OF RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. REPRO OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3WO PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL E "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF a"TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pat, FOOTING TYPE'M" OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE 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 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY. DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS NAVE BEEN MET SHALL BE MADE BY THE GEO-TECH, ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SMALL NOT EXCEED 5* PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WAN WATER MA ADDED TO THE LOX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHA L NOT EXCEED 90 MATTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SRALL NOT BE PLACED. R SHALL BE THE RESPONSOUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NOR COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER 1-12" FOR MAND D SMALLER 2. FOR Na AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR "LASS, WALLS AND JOISTS I42" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 38 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 kal. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPl1GTXXi SIZE TYPE 9PACNG REMARIGS APPLIGTION S¢E TYPE 9PACN0 REMAPo(9 1,¢PTFUWMGTO MASONRY/GONG. CASEHARDENED- NNL11?MONO. 90a GAMGEDOOR BUIX TO MA90NiYpONC. ,M°DW. NO WASHER TAPCCN IAM190NRY FASTEIFA - 11?EMBEO.,PEM DST.. ,1?EDGE DST. S.,-EXT,Wgi4 CASE H/,POENED COX a'ac WMWWNOOILFASTENFD GARAGE DOOR BUIX BOL T M'Oa YEMBED., 4'ENODST., x ,SEE RE%PAl9�oH SEDGE GIST. wNDuvIX1CK CASE HARDENED coX aoc wmOowiDoow FM1RTEHED METAL STRAP ro CONTACT THIS ENGINEER FOR SPACING x T, SEE NOTES NAIL„?LONc. STAGGERED Oro Ml4IXMYM.ONC. Mrsorinvl caNc. REQUIREMENTS EXT.9WWG OOIXi BUCK 2a PT,SEENOTEa Q)1,69W. NO WASHER TAPCW' FASTNER 150� 11?EMBED,YEID. DIST.,11?EDGE BST. NOWBEARING WOOD ma To CONC.SVB ,T EXPANSION rEMBE0.1"EW W/WASHER HILT N'OC DST.,SFDOE DSi. 1x P1 WNDOW WCX a,t%°PINB'Oa O'ENO.DST.,11? P TO STEEL COL., WEE wWASH1ER STAGGERED EDGE DIST. NOTEe 1. STAPLES SHALL NOT RE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT[ X-ZF HEAR DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCON$ OR PAF TO THE SUBSTRATE. i"I N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA M: 0003326 J Mill a BUNDIV. & LOT ABBOTT PARK LOT ##9 BLK ##7 l3plt0jwT# 04181.000-09071 MODaP1408" "DAKOTA" GARAGM 8Tf MG: RIGHT PAGZ: DETAILS 160 MPH EXP. C L AR NO W723 i 8CA=: 1/4"-J� XT sI'IsS 1 V 1 n 4p 3 `u' 21z;l