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HomeMy WebLinkAbout8063 Broad Pointe Dr99 91828-4EBB-CAL19 HOMES 12602 TELECOM MFUVE, TAMPA, FL 33637 T4ol- (813) 740-9720 Fax: (813) 740-9715 oc� 2 of *-STATE OF FLORIDA CERTIFIED BUILDfNG 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 .nn= B Cp�, °LL EMNOM A (R • 1 wl�l% �AT� C�D� .00CUPANCY - RESIDENTIALGROUP 0BD. :CONSTRUCTION TYPE — VB •10. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=180 MPH Vud=124 MPH '°Q'0 _ • I -STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE A/C AIR CONDITIONING A/C ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BOARD CL CENTER LRE CAB. CABINET CLG, CEILING CLG, CLEAR CONc. CARPET E CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIMENSION e ells 11 DP. DEEP DR DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G1FX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR FLOOR FLUOR FLUORESCENT FR DR FRENCH DOOR FIG. FOOTING GaR GA GADISP. GARBAUGE GE DISPOSAL cP.I. cRouNn-FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSEBIB HoR HEAADERWCO1� HOT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. MUM. M.C. MFR MIN. M.T. MTD. MTL. N.T.S. O.C. PL PH. PH. PLY. PIL PR P.T. RRAD A R.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. SEGL. STD. sw8 TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. W. W/ WD. WDW. W41 W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL SCALE NOT TO ER ON CENTER PROPERTY ON PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RRISERUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHPARwALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESSNOTED OTHERWISE WAS°HReaROOF WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTRON °f`"° CD'sISM ARCHITECTURAL SHEET DESCRIPTION MM 2W FBC WDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml —MECHANICAL PLAN PG Di —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL FIG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS &IbAB CD1FE-156 ®2nIA8 SIDING ELEVATIONS ADDED � CDBRE 04AW FOOTrwREVSIONPER rLeaLEe awmne Cpg-U�Ep 02/19118 ADDED CURD) E86 FOOIER AT GARAGE DETAIL (FORT MTERb) 02MA8 PLAN MAINTENANCE m3naM wreED EvLLINTELL ME AT riaoNr etrl� ooae • 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 e4n4a ADDED ADDITION& RECEPTACLE IN GARAGE PER IIALL MAT" (MELBJ , SQ.FT. CALL. S 04n4AB REVISED WAG VOL"S ON SGFT CALL BCNEDUI-E (MELW 0iA2A9 ADDED ExTERIORMOWDEEPFDOTEWDETAILII/GUA(ORU LIVING I�2B 8GL FT. GARAGE 430 $a. FT. ENTRY Ib 60, FT. LANAI 8B 8Li FT. TOTAL 2,362 BLY F'T. 06/4U18 ADDED LED LIW418 • KITCHEN 4 BATH PER MARK BOIIES 01/" ADDED STONE OPTION ELEVA11ON C 4 D (TAMPA) fD91M9 ELEVATION Yx BIDAJA-ADDED LOUVER • GABLE ROOF 10n9/19 ADDED OPT. a�-o' CEILDY• HEKaHTB 0001n0 REPLACE USP Cpg.ECTCRa WTH SA'S°SON CONECTORB 04m m REVISE ENKAVENT RADON PLAN DIMENSIM 04AVWO OFT.V-C CLG. HGT.- ADDED LED LIGHT IN FOYER 04/01W OPT W-V CLG. HGT. ELEVATION V- REVISED HEXiHT OF AWAMY OSADrno ADDED ELEVATI" V 4 W (Oft) STRUCTURAL SHEET DESCRIPTION OVIM ADDED ELEVATIONS T1G'•T'IFI'-1'0' (ORL) PG Sl—FOUNDATION PLAN PG S1.lA—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.lA—DETAILS PG S3.1B—DETAILS PG SNi—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeWgngmup.com AA D: 000=5 2 SU9DIV. S0 LOT: ABBOTT PARK LOT ##2 BLK ##15 PROJECT* 04181.000-02151 MODEL: 4EBB "1828—CALI" GARARiE 8KINR3: LEFT PARSE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 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. BITE 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 8' 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 ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 11302.5.1: 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 13(8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20a41NUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & 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 518 -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'/WNCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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 WOW 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 WOW 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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMB610 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, EXTERIOR WALL COVEMMOS 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 F666NE8 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. ME RESNITANTCONSTRUCIION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdeaigngroup.com L AA M: 0003325 94 01 b iko 6 etMDM Ae I.OT: ABBOTT PARK LOT #2 BLK #15 PROJ=Tp 04181.000-02151 MODZ3U 4EBB "1828-CALM" GARAGE 8Tf WG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C III o o 01' 11 'Rill0 it G , m �I �� ■1 m MM W, Sul i ® -- -mm {I mm COLLARD Elm. AS REQ. PER ISLDG. WAGE F. o o Z "1 :I' p BEMOOMN ._ \� I o■ o Ecomes --------------------- FLOOR PLAN SCALE: 1/4' . 1'-0' SQ.FT. CAM'S LIVING 1,828 SQ. FT. DARK# 430 SQ. FT. BI1R1 NS Sa FT. LANAI 88 &Q. FT. TOTAL 2,362 SQ FT. 0MrOM AND MA0D110I/C LQIDII IM I/D EPDM FOR BR0010OIB18 @9/gl/ lam ZME OWNIIIDNA1 F9WIa NOTIN FOOTAGE MIN. WINDOW 10 S 34/-45 CRITERIA EXTERIOR SWING 18 8 33/-43 DR MIN. CRITERIA SCsD. MIN. 41 S 31/-39 CRITERIA 16010 OHD. IMl S 282/-3i3 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, 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. OOIIIBa DA18 Cl� r DBL. TOP PLATE 61 BAR DETAIL A SCALE: V2'•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 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) M THICICNE86, SOLID OR HONEYCOMB -CORE STEEL DOOR& NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1i N. RONALD REAGAN 81 LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6 T., 8U33DIV as LOT: ABBOTT PARK LOT #2 BLK #15 PROJECT* 04181.000— 02151 MODEEe 4EBB "1828—CALI" GARAGE DWRINO: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C 11 PDA� 08/13/20 BCAL.E: 1/4"=1'-O" 8HIMET Al SLOG.OR EQUIVALENT SPECIFIEDLAP 1 _ - / -\ AS SPECIFIED Ow - / - OFI5KTIIXIl OR 61 TRIM EQUIVALENT -.,�u!m�mmm�.,�, - --%.i�ll■111�It�11�m111m11�., ..�im�i��.L. , f' �I�I ►�I lol ► � TIE"", ■�■ �� IIII - _ - ��I�I hI I�I�I�I��_ - �■■ ' ��I S'-O' BRG. HGT.ep 0'-0' FIN. OFF RIDGE VENT ARFAOFATTIC = 234 SO, FT. NETFREEVENTIIATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA 2364 13M • 7.88 VENTILATION AREA% SO, INCHES PER FT.(144) = 1134.725Q. IN. NN. REQUIREDVENTILATION ,SX 1134.72 IN UPPER PORTION OF ATTIC 567.36 SQ.IN. OFF RIDGEVENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL M OF VENTS REQUIRED • 4.93357 TOTALI OF VENTS PROVIDED = S 'AREA OF ATTIC IS THE PEN MITER OF THE HOUSE, LESS THEOVERHAIG E%iERIOR OF WALL TO EXTERIOR OFWALL, NO OVERHANGS INCWDED AS'-0' 5R3. HGT. ! ]I n -10 LEN LOU LLE Ill FA U .� .. FRONT ELEVATION REAR ELEVATION SCALE, 1/4 " I'-0' TEXTURED FINISH SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FOCR R103A OFF RIDGE VENT OFF RIDGE VENT I�b l HGT. '\ 7� 1 -4 1F / DECO. DTL. � A _--_—_—_—_-----------_---_ --_—_—_—_---_—_---_---_ O' A-0' SCALE• 1/7 . I'-0' OFF RIDGE VENT LEFT ELEVATION ALE: V4 - I-0' TEXTURED FINISH OFF RIDGE VENT b F-1 L: ip i0 •9 S 0'-0' FN. FLR4 - 2 RIGHT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH -0' FIN. FLR 1441 N. RONALD RFAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 WM aUBDM at LiOT ABBOTT PARK LOT #2 BLK #15 PROJECT# 04181.000-02151 HODEIt 4EBB "1828—CALI" GARAGE 9wn4a: LEFT PAGE: ELEVATION „D:: 160 MPH EXP. C a DATE: 08/13/20 SCALE: 1/4"=1'-0" >smEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e DOV OUTLET 20 AMP SNau PME IIOV OUTLET IIOV OUTLET N M QRLET all® TO aarCN OR IIOV OUTLET Eca71PEo alawo FALL (TIMMR FMOO AW RIINSTA)(T TTPU Mo 220V OUTLET (4) vast Ommacr1ON u�ENT gjAyE VWOe OUTLET GRaaD PALLT NRRIRPIER ewteN SIIlTCN 9-WAY OPER tk HUTCH 4-WAY OFER WALL MOUNTED v LIMN CRILINS LaNT © LED CL.6 LIGHT ©� LED VAPOR PROM LOW O vp VAPOR FROM LIMIT OR mum, CAN VIM. PAN I Opm PER SO. pT. VENT. PAN aLL1tl1R 1 OM PER S6 PT. V /47011! (SPEC'S TWO SIT MLOM ® PL 2-WAA YaRAP ARICU#D PL 2-ELL. aARAP � L (Sys VNT,) 2' FLUDRaCoIT 4'PLIIOPERCINT pp 80 8 PANEL METER (D S.D. smon oersenaR MAW IIIL.tlAE� WALL rouaeD e'Iacm DEIBGTOR TUTr- s4oe.taa ELM& ®Da4laa4 S/CO Mal, CALVE IT[GTOR CaAsO a= SF M A DS114 4' M NOT SS T LE14M1 4' MROM WALL P®DANTLOW NATURAL aces 00- TMX%C a JACK WATER HEATER i2mai2 ai LLWATED oracaaacr OMPITIONINS D DRCORGICT see AW ON ' 1i TV I TMJIV04N JACK i0 EE 1N•1.ORIED N O J-BOX ACCOIIDANta BY Sac Masao A. alla4 Mae mm DE&& C.L. hAH,LtGHn f0 OE SUFPGRnD N ALV IBOX MAN=M S uw POR nano 3W Nuroaca+r LIGMT STRIF 36' INCANDROMINT LIONT STRIP =P = 4V NCAICMSCOO Lawn STRIP R.000 Laver OPT. aeaReTY IMYPAD HE ILA POB4-WTTCN FOR C4B'ES um PORT • LOCATION M TV JACKS 4 PNON S OUTLETS 4 FANS TO BE WIMP= • NCPEOaI'ER PRE-CONSTRIICTIC N MEerMa. • ALL S 4 20 AMP BRANCH CIRCUITS TO EE ARC PAULT PWMCIED MR ELECTRICAL PROVISIONS M ECCd SrtH EDITbN HOIT) 4 NEC 21B.17 2O4 [DITIaV. • 70 MIP DEDICATED LAUNDRY CIRCUIT. • GIN • ISL.MO (NOT ON WTCLINICRRCUiT) • ONP"G ER DISCONNECT TO SE LOCKOUT N PANEL • BAT141400I4 EXNAUST PAN TO HAM MN. CAPACITY M MO C M WNWI T@R F!R ELECTRICAL PRONSIOW OP SECTION "W3 e ,MI • LAU DW ROOT RISRPTA0.E MN4LL B! GIRdIND PAU-T CIRCUIT-MSPONA-IlR PROTECTION FOR PERsdr►EL ON RAPER& • WIRNG METHOD /HALL eC NON METALLIC CABLE PER MACMCAL PROVISIONS M • ALL WORK TO COMPLY UT14 ELECTRICAL PRDVISIONE M TFE I,BCRrTH ED r2aTJ _ _ • �1•r SUA, s 1 aaf �a—T� �Y d 1Ei M L1GHTa4G MST Y ENERGY 6lN9NT TYPE M METER FI�ELFY LOC. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' a I'-®' CEILNG MTO. LIGHT TO BE NSTALLED, PROVIDE J-DOX FOR OPT. FAN W P Panel MAIN - A PANEL: 8116 vp CR breaker VOLTAGE: 120/24OV-lPh MAN: 15OAmp M.C.B FEEDER: e-#1 Cu THVM & 1- #8 Cu (G) in 1 117 C. OR 3-#2r0 AL THNAJ & 1- #8 Cu (G) in 1 1/Y' C. PoN M 0. Weft Caeun C-* Watt o. Ito Pwa tam• Lm 2 1 20 Enenm Rae aOFIWTIG 12W 1 2 S e #12 2 20 NdaaW Pump iWp 4 9 e 5 0 5304 AA: C,U:1 35 2 RI 8paw 7 6 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120/24OV-lPh RVUN: 150 Anti, M.L.C. FEEDER 3 #1 Cu TWM & 1- #8 CU (G) in 1 10C. OR 3 #210 AL TWA & 1-#8 Cu (G) in 1 irr C. WIm P.I. w Ds Ben waft Dirwn Oman Wool DewH ae. WR Pwa Wlm 012 1 M 5.d ea ism 1 2 Won R.Q. 50 2 06 Al2 1 20 Nkmnaro l Hood ON 1800 3 4 #12 1 20 S-0 Appliance ISM 5 a 45W atar Maem 25 2 #1a #12 1 m R ism 7 a 012 1 20 De4 Rw In AFCI 1500 a t0 12W al GFt 20 1 012 02 1 20 Sam GFI Rae nines 12W 11 12 16W OHlapaWSFI 20 1 #12 #14 1 15 F / NM /Bea #2 & 43/ anh 022 AFCI 900 13 14 50DO Dryer ON w 2 #10 014 1 15 LMn Room Lmal UUMN AFCI 400 15 to 04 1 15 K10m, P , & Dining AFCI 400 17 t8 1500 WnhwGF1 20 1 #12 #tA 1 16 ISD&CIO AFCI m to W 1000 Gmm Door OmwGFI 20 1 012 #12 1 20 ILoundry IBed N/Den AFCI 1200 21 22 1200 iGarmN IEnmAm Us&R males AFCI 20 1 02 S a 23 24 ND Oxwi al es AFCI 15 1 014 .p.. 25 26 lW Omnra aamman AFG 15 1 014 s a n m s a 8 oe 26 3D 1DW momw .1y 20 1 012 S a 31 32 9 0 33 34 S e S mom 35 38 S e S a 37 36 S e 4a 2 35 JUC AHLLt anmS KVA at e5% $626 34 40 a ce 41 42 g Lmd,utgmt to Canard Eater eneuMlana/Nna taWO M(00 Lamd au eat to d-ml tartar coculaam.I nm Demand Factorcalculations: ABBREVIATIONS: AFG: ARCFAULTCRCUITNWRRUPTER NC: NON40NOIDENT LOAD OR: GROUND FAULT NIERRUPTER TNaI Ima aublwt t. danantl sew az/W ' FNn 10W0 wam n100% 10Wa 0.emaNM was n 40% 17R0 as A/C bad tams LOAD CALCULATION 15 BASED ON A'C NON -COINCIDENT LOAD Tan Cmn.atad Lad We. 33M T.w Am • vase 1240 WW t41.3 General Lighting & Receptacle I ad square Two A/C SaF _ 1828 Omaral Lw & Rw 3 W I S . Ft. ,a'H•,• 1 at 85Wti taat100% 85 Taw Gmaw Lights & Rm at m 5549 CkMk ToNl vans Gmaml Lta & Rw Panty A 9 817 5549 / I _ I L I I I I I'-6• I'-b' I LED LIGHTING @ SINGLE LAV. e 15ATH v2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WON ELECTRICAL PROVISIONS M THE MIWA&q LOCAL OWES AND ALL LOCH. POKER O. ALL CCNOUCTOIM SNAIL BE TrM THHNRFEN UNLESS NO= OTHERIUEE. 4/0 ALUMINUM (AL) N 2" DIA WARD" 80 PVC Ca4DUIT UNLESS OLVA ! 16 PROVOST BY THE ELECTRIC COMPANY. COORDNATE wrN THE ELECTRIC COMPANY FREOIR TO BD. I I L - I I I I e I I I I L I LED LIGHTING C DOUBLE LAV. BATH #1 PROVIDE YMB CU. TIMN • AIR CU IN 2- CONDUIT OR 3 44a1P AL TRW 4 ft CU IN 2. COTOMT OR 2AD AL GUM COMISINATION SERVICE DISCONNECT SWTCN APO ELECTRIC METBR N NOMA IR E40LONIE TELITNOIE SERVICE CABLE TLLCNNON SNIRAm= SERVICE B(rRANCE 9=PMENr nmrm a NrENTSTw COMING TERMINAL AT LOB VOLTAGE CONECTIONS 1 •4 CU SERVICE GROUND COMECUED TO CONCRETE ENCAMP FOOMM STEEL PER ELECTRICAL PROVISIONS OP THE E0GLe3H SM' DIA X S FT LONG COPPER CLAD GROUND RDD i"I N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-W78 FAX 407-774-4078 www.abdosigngroup.com L AA #: 0003325. 74 S 3 iiii k�k till >kkb sltTSDIV. AB LOT: ABBOTT PARK LOT #2 BLK #15 PROJECT# 04181.000-02151 MODEIA 4EBB "1828—CALIaa GARAGE BWMG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C '-M NO 93M DRINT A 08/13/20 SCALE: 1/4"=1'-0" 8CAXJ E1 OND ------------ I I I I I I I 14'-3' 9 LAV. ---------------------- I 9 I LAV. ---- -- I INK u I � q I i � I 36'xbm' - Si-M PAN r -- -- -- ---1J 0 0 --- M I I LI i VM -- zy2' � 2' VTIllggq I I/2i' 1 \\ KITCHENw � I1/2'AUTO 3'-2' 3'.1' I' -i' O i' 2y VENT 2. � I121 �\� Imo. T �0'I wc , 2' L_____J LAV I In' Tuo L. V `I 3' I e 2' LAv , I 3 LAV. I I s' WC �D m 2 i-1 1/2' 3� 3• 2 WARNER 4 2. CO TO I MAIN I I PLUMBING RISER DIAGRAM I PLUMBING PLAN SCALE. 1/4 • I'-V 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeelgngroup.00m AA 0: 0003325 1 q = V '7rPS � �aZs'n ao C rbr 6 bloll, r 8uBDM & LOT: ABBOTT PARK LOT #2 BLK #15 PROJECT* 04181.000- 02151 MODEL 4EBB "1828-CALI" GARAGE B ING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C DA 08/13/20 8CALE: 1/4"=1'-0" BI'IEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 'MALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL OLD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 10 CLASS I AIR DUCT A& PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TN EDITION (20N1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL GODS SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS $HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR& TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 000 O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL NEE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'M' TAPCONS UNIT BMPSON WS ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM ,� y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) '8XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETUIe'1 CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. � FIN. FLOOR OR WALL COUNTERSUNK GA. PLUG � �— SEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560" INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYF FIN. GRADE OR PAVING I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPNd TS ■ NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 " I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744076 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 -.74 'Jpp tHi¢G � m II SuBDM a LOT: ABBOTT PARK LOT ##2 BLK ##15 PROJECT 04 81.006-02151 MODMIA 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C �T' • ' W' DA 08/13/20 19CALE: 1/4"=1'—O" IlHMICT M1 IF p�g_g g 2X4 TOP PLATE RL�— -Y PRE -FAD TOM 1/2' Cm BOAII 14- DRYWALL SECURE BT. — PLATE TO SLAG W/ 10d MASONRY NAIL S 32. Cr— MAX FIN. FLR 2X4 WOOD STUDS e24' OC. SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D l SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.IJ ON J' OAJS. SHEATHING OR;' 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 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REEIARS 2a PIPE THROUGH BOND BEAM D1 SCALE.3/4'-1'-0' 5/8' GYPSUM BOARD 1/2 OR ' HIGH STRENGTH CLG. BOARD —R ELEVATION SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL ®. PER ELEVATION TYP. O.H. R-4J INSULATION WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' OC. S' CMU� 1/2' GYP. ILL. 50.� WOOD BASE FIBERGLASS SHINGLES OVER ri0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.LI ON J' O.SUS. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR — - . _ � 0'-0' FIN. FLR a a 4r N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF SLPES4 1—STORY HIP BLOCK WALL (2)LAAYERIUN ERLAYMENTTO LESS THAN SYSTEM D1 SCALE, 3/4'.1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486TI TYPE IV, OR ASTM D 6151 PM40LN B GAS LINE THRU BLACK �eALa, xr.rr FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J' O.S.B. SHEATHING OR;' COX 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- 1--PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMu I•-0' TYP. CA. a 4: 14' r.4M 2 COAT - FORn.AD CleM PLASTM A -FLOW DIRIC11.1 TO MA6OWf R26 To Ycmm STI OMMAL ►M 2"S R.T. LLD ATTACMeO TO ►LL CSLL AS P= ATwAFF" OT WAi RLO. SSALAW eACIaR:�OD MLATHM STW MOU DMS ALL AMIND ter s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-C' 2X4 SPF 24' O.C. MAX SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.iJ ON }' O)3D. STIFFBACK AT ALL UPRIGHT8 SHEATHING OR;' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE OH. PER ELEVATION �.x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENEMY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/0' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER 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 n W/ WINDOW OPENING Ix2 P.T. FURRING STRIPS • 24. O.C. 1/2' GYP. WL. BID ' Ci„ W WOOD BASE I —4, 0'-0' FIN. FLR 90 B TYP. WALL SECTION NO OPENING (6)1—STORY GABLE BLOCK WALL 1 SCALE: 3/4'.I'-O' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748079 FAX 407-774-4078 www.abdesigngroup.com AA UV: 0003326 1 k K�K kbk aUBDIV &Lon ABBOTT PARK LOT #2 BLK #15 Pvtoi=TN 04181.000-02151 MODEL• 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C F-PAINT "I Dw08/13/20 SCALE: 1/4"=1'-0" a*mw D1 44 im 2X8 RT, • CENTER Cr DOOR MADER SECLMO IW (U V2- X 8' J-DOLT W/ 4' MN. EPISaCrEW W/ 2- X 2' X VS' WASTER 2 NUT OR W (2) u2' X 8• ANCHOR DOLTS nV 2- X 2• X V8' U60-01R NUT IS SECURE 2x4 ON ® RAT TO DLIC 0 NR W/MASOY MAL& 7X1 OARAOE DooRM 6= SECURED uv (S) 1/J' X 8' J-DOLT OR ANCHOR ® DOLTS. UV 4' MM O'EED01W. ¢V 2' 00 x 2' x VS' WA,SIlR a NUT. (U WITHIN 8' OP TOP. (U aiww 8' a THE MM, (3) RAMY SPACED. 9 0 fE Is NOTES, ALL ANCHORS SMALL DE M ACCORDANCE TO MAIWAMIREW6 MSTALLATION MSTRZTIQJS WHERE MICW MATEM)CTIMNA AM � ATRM66NT GARAGE DOOR 1 BUCK ATTACHMENT r,.wA vr.r-�• 8' cm WDRYWALL I'X4' OR VX2' P.T. NAILER bE4 P.T. OR %tX4' MIN. SECURE TI-M FRAME I EXTEND I Y4 INTO BLOCK LLV V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 7MIN. EMBEDMENT I44- WITHIN 8. OF EACH END s IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 (A WINDOW TO BLOCK +3/4 OR +5/4 " SCALE: KTA. 2X4Em SECURE TO BLOCK W/ 16- TAPCCNS OR (MIN. SHANK SIZE J45 MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN W OF EACH END e IW O.G. MAX SPACING. 2Xb:m SECURE TO BLOCX W/2-%' TAPCONS(MM. SUANK SIZE i45 MR HEAD SIZEDApO MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END D. C'AU 18' O.C. MAX SPACING. Jf' DRYWALL 2Xp,m Q VX4' OR VX2' P.T. NAILER SECURE BLOCK W/2-%. CASING (MIN. SHANK SIZE .WS MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACN TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURES DETAILS. 18' O.G. MAx SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" /n1 WINDOW TO BLOCK +1-1 " " SCALE: N.T.O. 2X4m SECURE TO BLOCK W/ 1b' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END a NOTE: STRUCTURAL 2X 18' OjC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED TIIROIXsH SEE O BLOCK W/J-V NON-STRUCTURAL 1{A' (MIN. SHANK SIZE J45 IYi EMBED MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Y4) ' Dp Al WITHIN 6' OF EACH END 4 RYWALL 18' OG. MAX SPACING. X4' OR DO' P.T. NAILER 2xD:esn TSAE�� BLOCK W/2:41MANUFACTURE6 7(s' O.S.B. X 4' MIN. (MIN. SHANK SIZE .145DOOR CASING MIN. HEAD SIZE' 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49ATTACH TO 2X PER WITHIN 8' OF EACH END DETAILS. IB' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 / _ inl �1Rlil)OU 1 TO BLOMC CK 11151 0 \,V SCALE. N.TA. 2X4:- SECURE TO BLOCK W/ 1(A' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE -%W MR EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE e 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS TAIRCON MIN. I-Y4 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4) D. CMU WITHIN 8' OF EACH END a K• DRYWALL 18' OC. MAX SPACING ❑ VX4' OR NO* P.T. NAILER 2X8� SECURETO 15LOCK W 2-%' CASNG (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y49 TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMD JAMB !DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 NKD�OS TO BIACK +2 1 4 D SCALE 2X4m SECURE TO BLOCK W/ 1(A' TAPGONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X 18' Or-, MAX SPACING MUST BE ON OUTSIDE 4 2X6(s SECURED TFNEOIYsFI SECURE TO BLOCK W/2-%-NON-STRUCTURAL V TAPCON MIN. I Y4 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 1 Y4) ' DRYWALL WITHIN 8' OF EACH END X4' OR 1 X2' P.T. NAILER 18' O.G. MAX SPACING. 2xs� SECURE TO BLOCK W4-i4' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END a ATTACH TO 2X PER II O.C. MAX SPACING. MANUFACTURES DETAILS. mom YE4mp Mft"L 6(wx w=wjV1 DOOR JAMB TO BLOCK +3' E E, N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END a NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2x600 SECURED THROUGH SECURE TO BLOCK Wt2-1(A' NON-STRUCTURAL i(A' TAPCONS(MM. SHANK SIZE TAPCON MIN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAP SIZE 300 MIN. EMBEDMENT 1 Y49 8' CM W OF EACH END 4 YJ' DRYWALL 18' Or —MAX SPACING 0 1'X4' OR I'X2' P.T. NAILER SECURE SECURE TO BI.00C W/2-1(A' 2X SECURE TO TAPCONBIMIN. SHANK SIZE STRUCTURAL MEMBER Jog WK2112d WITHIN 8' OF EACH MIN. HEAD SIZE 9 o END 4 6' TO B• O.G. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END s DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3" F WIN DOR TO BLACK +3" ALE. N.T.S. 2X4m SECURE TO BLOCK W/Y4 TAPCONBIMR SWANK SIZE i45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1149 NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END a MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X&¢ NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 . Cm MIN. EMBEDMENT 014,) ' WITHIN 8' OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. X4' OR VX2' P.T. NAILER 2X8m ❑ SECURE TO BLOCK WA-1/4' jOAJS X 4' MIN. TAPCONS lM(MRSHANK SIZE .145 AS4' DOOR CING MIN. HEAD 61ZE 300 MM. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER II MAX SPACING. MANUFACTURES DETAILS. NOEA Ml14f1E ppT pumJ ( x 0"'w A'r DOOR JAMB TO BLOCK +3-7/18" C 1T eI MTO BLACK +3-7 18" ' SCALEN.TA. 2X4m SECURE TO BLOCK UU/Yi TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' or- EACHEND 4 NOTE. STRUCTURAL 2X BPAGMCi. 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb:Im SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL i%' TAPO" TAPCON MIN. I-Y4 (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y49 8' CMU WITHIN W OF EACH END 4 Jj• DRYWALL IS' O.G. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2X8m 8ECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS OOR GASM (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) DDOOR JAMB OR WINDOW WITHIN 8' OF EACH END TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H MI W C +3 4" E. N.TA. 1441 N. RONALD REAOAN BL LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.eom L AA M: 0003325 i0 b loll, 9UM IV. !e LOTt ABBOTT PARK LOT #2 BLK #15 PROJECT+� 04181.000-02151 MODZU 4EBB "1828-CALI" GARAGE NI LEFT PACE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 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 13872.8 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 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 22/31/2020 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 12/31/2038 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 5891.3-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 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/32/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 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: 07/27/2020 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 A a akks 6 SVHDIV, & LOTs ABBOTT PARK LOT #2 BLK #15 PROJECT# 04181,000-02151 MODEM 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C D TE= 08/13/20 SCALE: 1/4"=1'-0" SHEET D3 PREFOR O CONTROL JOINT PI.M)OI OF CONTROL JONM Td OE WINED TIED TO LATH . W oa MAX (VERY! bKm DO NOT PASTEi CONTROL Jow TO IIL41 1 EVES P STIR EXISTS OEYOND EXCEPT STAPLES Wv W LE3 MAY [iE USED TO TEAS. SECURE CONTROL Jow DURM NSTALLATION FASTEigM TO OE SPAMD-7 . 1' OG. MAX VERTICALLY / ]' TMIIGK, 3 COAT Cff-VW PLASTER am LAYER 4, PoRTPEER OUILDN9 PAPER APPROVED METAL LATH FASTEF.D 01' (VERTJ O.C. MAX AT SU RORTs WINE LAYER PI. STUCCO Ump UIOOO GMAT14NM �iiiiirz4ii ii F Ed' WA A 01EM LATH SIaALL NO OE cONrIiJOus TFAWOU6PI JONTS EUT BE STOPPED Ar TWO AT EACH SIDE PROVIDE 2X4 OLOCKMG PER AS711 D. PLACED RAT MAX •' UNTO S' 1'E'IA PROR'T CONTROL JONT EI CONTROL JOIM FALLS ON 1. P�ASTEEM FOR LATH TO BE NAILS OR i / STR)CflRAL eIUD STAPLE& N C421MIANCE W(ASTM C1063 2. WIRE TIES TO OE (NO. Is) 00415' WRE 3. 15L CCKMO SHODUN MAY BE N ADDITIQ�• \ TO WALL 67=6 RECURRED PER PLAN / I I I IVI O"M" TYPE CONTROL JOINT OLP0.DW. --A O LP"NM)0•Pr. A ®OLD 2. CRIAW •PI.. POW OL TOLD PalAp • ® POLD WM10 • FT. A a.eMA R.A L T.CA A.a•"I.O sa.n.a aaaAea • Fr. c L aa.Aea • Pl. c ♦ TILo rR. O Ov.R I'T. • TILLPr.CTOWOI.1 .argo n RAra. zj;;; sorton PLANCIS UAL. POLD.OQ EQiw. J' TWICK 3 COAT CB'E!T PLASTER ORM'EA VJ' 2 COAT C IW FLAMM(O•W WRS LAYER 4, FORTFIEER RWLDM PAPER (P"m OILY) WPM LAYER % GTu=o ~(Pft.rE G LY) WULL. PLMHNS (rE Nr�tlA a0-0-1 QI NTueac„oNs APPROVED I ULDM WRAIP SHALL BE LAPPED A FINK" OF •' • VERTICAL LAPS (ROLL ENDS) 4 6' . HORIZONTAL LAP&. ALL S7�* WTH P / LATH VERTICAL LAP TO 6E V n non T. MTAL LATH WPM LAYER -L STUCCO WWP �u L LAYIPR FORTPIeEIe/ / I 2 SCALE, 11Q'•1'Lm P Q KICKOUT DETAIL MAL calm �m� NOTE. SIDE LAPS OP METAL PLASTER OASES SHALL EE SECURED TO FRAMM MEMOERS. THEY SHALL BE TIED OETWE@I SUPPORTS WITH 0O415-K (ul-FM) WAS AT INTERVALS NOT MORE THAN V (22S-MMA AS PER ASTM C063 I&L FOR REPAIR OF TEARS N WRO LAYERS, TEARS MAY OE PATCHED U1410" WRAP TAPE PER MANF. SPEC. on PEEL ( STICK am STUC SHEATHING PAPER &TUDDO ��CK 3 COAT C&*W METAL LATH WRO LAYER -2, PORTAIIE! OUW.DNO PAPER Wa1D LAYER PI, STUCCO WRAP WOOD SFEATWM LAP • LATH LAF • PAFP. WOOD SHEATHING OR CMU WIRE, LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER R OOFAUA i SC -REED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4W APPRDVED HOUSE WRAP. PLA04M6 TO EXTEND ONTO PIPE P OR LE6T PIPE PECTRAION CUT AND OVERLAP ONE SIDE aP / SELF-ADFERM MEMERANE —� PLa&HWao STEP 01 NSTALL FASTEERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE E( PIPWPM TO FRAMING PIPE N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO L. SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-01B, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 111: 0003325 � m6 y m d 111:1 svaaly ee L(OTs ABBOTT PARK LOT #2 BLK #15 PROJECT# 04181.000-02151 MODELS 4EBB "1828-CALI" GARAGE sTIING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH UP. C M I.R PRINT 08/13/20 DATE: 8CALM: 1/4"=l'-0" BIUMT 14. WA1 00 BACKER ROD BACKER ROD WRB LAYER h, ST11=0 WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 6I0E(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEnaw'M OF FLA814IN11 TO BE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINT& AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 81DESAW CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior WM tp NO plasterhlg 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 WOOD SHEATHMG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-841-0% MIN. 2.5 L55. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUP. SPEC BUILDING PAPER UNDER 'QUICK FL/ A' VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 30�-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 A SCRATCH COAT LARCsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR15 LAYER 01, STUCCO U)RAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER (PC MI GRADE D. FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD BHEATHMG LAYER -1, STUCCO WRAP LAYER 02, FORTIFIBER BULDING PAPER METAL LATH WOOD T/e' TEXTURED CONSTRUCTION ��PMISN WOOD FASTEN TO WOOD STRICTURAL MEMBER • T' = MAX vCm u%!EPBCMiffio L L� V FM SH • MAeONW HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP #1 STEP #3 STEP #5 STEP #o' OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdosigngroup.com AA e: 0003325 J 1 Mimi gt F PARK 2 15 04181.000-02151 1LODEIe 4EBB "1828-CALI" GARAGE 81/IATG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (UJRB LATER "I, STUCCO UJRAP) WRB LATER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING -ADHESIVE FLASHING - - - - - k 2 I/2' k CORNER BEAD (FASTENER 4 SPACING a 1' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD OP BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003326 � 44 !;IXE aUDDIV as LOTa ABBOTT PARK LOT #2 BLK #15 PROJECT/► 04181.000-02151 MODELa 4EBB "1828-CALI" GARAGE 8WING: LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 08/13/20 aCALE: 1/4"=1'-0" aiIEET WA3 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER -- — — — 5UILDiNG PAPER) METAL LATH x—x—x—x STUCCO WOW�TRUCTION v— WOOD SHEATHMG WEATWER I,SESIBTIVE BARRIER � / OIDM6 xll / -APAVl% G AL / 6' MG Qa ti s � ' �y WEATMER FREVOTNE STARTER STRIP / \ \� \\ IPtWOTIVE OAIV�ER an\\� 1WA.P6ADVlRMG loli!Hft ISY \ _ aALYD METAL GALV'D METAL Z' PLA9Hua •Z• PLASHM6 ooD TRM rsrletle / W4 A- WOODSTRC'15pl 1 ER \ ` / OR GAP W MAULKM6 SIDING TO STUCCO ® BLOCK TO FRAME 9�TRANSITION WOOD SEATHM6— w mole �TLVE �SISTIvv RAWER x ,yam `I1EVCA�OR MD UPV BOARD A BATTEN 1 / \� \\ STARTER STRIP 1 \. I GALV'D METAL W FLASHMo HAMIE TRM PER DA ER �E SISTIV USLATHER RE"TIVE BAMMBPt 7 PLASH F- GALVT7 METAL •Z• PL.AGHM6 lklm OR ELEVATION CAGM / \ HARDIE TRM PER ELEVATION GAP W)CAULKN(b OR APPRDVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-774.4078 www.abdestgngroup.com L AA N: 0003325 J 04 e a aooil 6 4A lu i C fA U13DIV. a LOT:BBOTT PARK LOT #2 BLK #15 PROJECT# 04181.000-02151 MODRl.: 4EBB "1828-CALI" GARAGE 871ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C aA No D TM 08/13/20 SCALE: 1/4"=1•-0" 8HERT WA4 00 —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE II —1/8' TEXTURED I FINISH ® WOOD I 11 1/2' TEXTURED FINISH * CMU / 1 1 j METAL FASCIA \I WRAP FROM �I • : STUCCO,, I' FROM � \ I;a •'� WOOD WALL ! I /' 1 \\ EXTERIOR WALL (FRAME OR CMU) 11 \\\ NOTE: NOTCH FOR 2X& 11 \\ SUB BAND ONLY VV TEXTURED - FINISH • WOOD, V2* TEXTURED FINISH • CM x x x x METAL LATH x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR Cm WRD LAYER •I, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x WR5 LAYER 02, FORTIF115ER x x x x x x x x x x x x x EIUILDING PAPER FRAME OR CMU (FRAME ONLY) x x x x x x x x x x x x x 2X6 SUS RAND x x x x x x x x x x x � FELT PAPER ROOFING CEMENT x x x x x x x x x x DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT METAL Klac our x x x x x I C FLAN O L A V ONLY • FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED 1` FOR CLARITY TROOF DECK (BEYOND) \k -`-,DRIP EDGE, I' OFF WALL NOT INTO STUCCO) \ I \ �'1/8' TEXTURED FINISH IS \\ 1 /WOOD, 1/2' TEXTURED FINISH o CMU / 2x6 SUB -BAND W/1'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK ®E L E VA (OI* METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL j PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH * END METAL FASCIA WRAP EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x .: ._... x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x is x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - x x x x x x x x �x x x x x x SUB BAND DETAIL Cam? WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e 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/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup•com L. AA #: 0003326 C C ilT.Tl ml BUDDIV. Aa I.OT: ABBOTT PARK LOT #2 BLK #15 PROJECT# 04181.000-0215 HODELd 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C RINT DATE: 08/13/20 SICAI.E: 1/4"=1'-0. 8HEET dY A6 m" ml _ _ _ — — — — — FM-12X18 — — 1 — — — — FM•12X12 • ro i \ \ R � 4" CONC. SLAB cxSl io 4 m \ \\`�\ aK 11210'-0" i4&� gz I ``\\ EXTEND FM-12X18 1 U I �4" PVC \\l`�CHASE SLAB 1 1/2" 1.1 \ \ OV ` TOP OF I n SLAB 4 IX I 4 LL 1 `1 \ LL \ `\ I °Q I \\ I . `,0 t I • 05 1/2 I I " T-05 I ., I I m � IL N I o en I EXTEND I. 1 2 SLAB 11/2" FM-12X18 4" CONC.I law SLAB I I T-4" I Q a �-3 112 -7 1/2( 2 LL p J LUiFMC-12X18FM-12X18 `� FMC-1 18 Jill F FM-12X78 J o FOUNDATION PLAN SCALE: 1/4" =1'-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" 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. 1113INDICATED #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 #TS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) 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: F'm = 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 } OF SLAB SUPPORTED T-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 THICKNESS REINF. REMARKS 6x6 W I AXW1.4 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 BOTTOMREINF. TOP REINF. T.O.F. SHORT LONG E- B" - s (+ "-0" FM-12xl2 12" CONTINUOUS 12" - s + -U' FM-12x18 12" CONTINUOUS 18" - (2) #5s - (+)9-0" FM-16x1B 16" CONTINUOUS 18" FMC-12x18 12" CONTINUOUS 19, - s #5 IN CURB VARIES q^ e s (- •y^ Ii N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX, 407-774.4078 wwwAbdosigngroup.com AA #: 0003325 r oil b aggs 6 4n Us Q a1unDm to x10 ABBOTT PARK LOT #2 BLK #15 PmoJL'CT# 04181.000-02151 moDulu 4EBB "1828-CALI" GARAaa awiNO: LEFT PACM FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED r[� a . • . • � CELL SEE PLAN FOR SIZE AND 4 4. CELL SEE PLAN FOR SIZE AND REQUIREMENTS t a D aa. SPACING REQUIREMENTS I. LLI SPACING GARAGE DOOR W c] O RECESS Qr�— V. FM g0 C w 2 8" CMU WALL O 8" CMU WALL I . t I CORNER BARS, SAME SIZE AS LARGER BAR • W w B' O io 2 `D +- 0'-0" ° _ •I IN FOUNDATION WITH 30" LEG EACH UI U +- 0A - .a WAY AT ALL CHANGES IN DIRECTIONS W TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS r�UAND w..' ° I( MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR •'?�" a EXTPORCH SLAB < SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) 18" •SEE EXT. PORCH SLAB -VARIES SLAB SCHEDULE TOP OF GARAGE ' v. LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE -' MASONRY UNITS SET Zip. AT ELEV: W/ 1,121SOLATION ., • JOINT (WHERE a • 6' CHAMFER (2STORY) pq pq^ W/ 1/2" IS 4" CHAMFER (1STORY) 8" CHAMFER (2STORY) 0'-0" APPLICABLE) i - SEE SCHEDULE JOINT (WHERE EE SCHEDULE'PLICABLE) TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE iWHEN WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY g BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 BDALE:&"'=,•-0• 2 SCALE: 3l4"=1'-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE: 3/4`=1'-0' SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46" LAP TOP PLATE A MIN. OF 48" AND NAIL WI 16d COMMON NAILS, 2-ROWS, C 0/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART g SPACING. SINGLE STM. PLATE / 2" BTM. PLATE TO BE PT. W/FLANGE @BASE a EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASH R SET IN HIGH WASHER SET IN HIGH STRENGTH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8`, UNO PLATE EPDXY 5-12"EMBED. MIN. 16" OC /10d MASONRY o O FOLLOW ALL MANF. = SIMPSON SPH4 SPHB O/C STAGGERED. in C SPECIFICATIONS FOR U ¢ I BTM AND TOP PLATE LA NAL METAL c/ USE AND ANCHORS WI 10d x 1 1/2" CTORS NOT SECURE FLANGE TO I=- PREPARATION OF C) COMMON NAILS FILL ALL ED WHEN NO SLAB W/(4)1/4` X 2 1/4" HOLE. w C /n HOLES, DO NOT USE 10d W S PRESENT. LR TAPCONS x 3" K SEE SLAB SCHEDULE Cd AB SCHEDULE a°QO TOP OF SLAB . TOP OF SLAB 4"CHAMFER(1-STORY) 6" CHAMFER (2STORY)ULE =AND EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE ADDING BAR TO NTITY AND BAR QUANTITY SCALE: 3/4"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 (W/UPLIFT) SCALE:3/4"=V-0" (NO UPLIFT) SCALE:3/4"=l'-0r 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 2 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE Q "' PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL C W 16" 0/C STAGGERED. ADDITIONAL METAL O a CONNECTORS NOT C CL O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. � Z P(TYP. ) T O RED LINTE L CONT. 6" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE -�° 2X WALL FRAMING SEE SLAB SCHEDULE 112" DIA. SIMPSON STS2 BOLTS 5" +- 0'-0" 2 s MINIMUM EMBEDMENT INTO TOP OF SLAB 4j I. "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° •.� •.. m POURED MONOLITHICALLY WITH Qe•. -}-�-l� FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE T FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION `� SCALE: 3/4"=V-0" (NO UPLIFT) 10 SCALE: 3/4"=1'-9 _j 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.atdasigagroup.00m L AA N: 0003325 1 a e �j MMOIN ausDm so IAT: ABBOTT PARK LOT #2 BLK #15 PItOJECT11111 04181.000-02151 MODEIA 4EBB "1828-CALM" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C 0 DaWT A M.. 08/13/20 SCA=: 1/4"=1'-0" BIDET S1.1A 1441 N. RGNALD REAGAN BL LONGW00D, FL 32760 PH: 407-774-6079 FAX 407-7744078 www.abdoeigngroup.com L AA 8: 0003325 74 r r 8 g( •+ C a 6 eUBDiV ae L074 ABBOTT PARK LOT #2 BLK #15 PROJECT 04181.006-02151 MODEIe 4EBB "1828-CALM" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 114" = T-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR WI10" HOOK GROUTED BOND BEAM #5 BARS RE] ti CLEAN OUT REQUIRED Q FOR INSPECTION ap i a I TIET/ERTICAL REBAR . ° q • " - TO HORIZONTAL REBAR Wl 10" HOOK BAR SIZE 48 BAR DIA. Z W #3 18" � #4 24" M U #5 30" #6 36' #7 42" HORIZONTAUVERTICAL 0­-m—, SC4"=1'-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS QLu co 0 V) Z 8" CMU WALL TOP OF SLAB q TOP OF SLAB SEE SLAB SCHEDULE W q• EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 2 FX' ISOLATION 4" CHAMFER (I -STORY) #3 18" U 6" CHAMFER (2-STORY) JOINT (WHERE • #4 24" i APPLICABLE) Z MATCH STEEL #5 X,, f REINFORCEMENT 6"PVC CHASE PER SCHEDULE #8 36" 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3l4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS i"I N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdealgngnwp.com AA #: 0003325 V O Q S r evsDlV a# 7,074 ABBOTT PARK LOT #2 BLK #15 PROJECT 04181.000-02151 MODEL: 4EBB "1828-CAU" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 08/13/20 8CALE: 1/4"=1'-0" B*vr.w S1.2A FRAMING NOTES: c 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)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/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)- NIA GROUTED SOLID SAFE GRAVITY LOADS FOR 8• PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °Y0 3'4' (421 PRECAST 2231 r4• (48n PRECAST 1688 4'4' (54') PRECAST Im VA' (8P) PRECAST 1217 S-1ff (70") PRECAST 1082 S4' CM PRECAST 908 74' Rn PRECAST 743 S4• (112') PRECAST 664 10'4' (12r) PRECAST 475 11'4- (13r) PRECAST 382 124r (144') PRECAST 337 13'4' (180") PRECAST 2e6 lW4r (1W) PRECAST 276 14'4' (1761 PRESTRESSED N.R. lIF4' (184') PRESTRESSED N.R. 174- Wn PRE8IRIMM NJL 1S4' Min PRESTRESSED NJL 21'4' (26e9 PREB7REmED NA 2-V 0�41 PRE871�BED N.R. 2C4' (�87 PRESTRESSED N o■�am000� ooffxmmmmSEE vom[zmvoom oo�omm� mm00�Om ®m=xm=w P©mmI ®m©0®m0 spa®a�v©oo Q,: 0momom s�m00000' m0000Q�Q� ommoo�!ra! oo�o■�mo O0m00���� ooa�am�a■�v 0�0"m0 a�oa�mmov ®omo�ov 0 oos��mmv osvooa©ago ava©a©oav©av sasas�a©oosv 0��0m�0 saosvaysasvav D��OmmO svosvosvosv 0��0®mom avo©0000 000�0©� 1t4 = 40K4 4N I= 1222 (p) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE EDITION 2016 EDON ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTR SS D U--LINTELS r SAFE UPLIFT LOADS FOR 8' PRECAST &PRESTRESSED U-LINTELS SAFE o .GAD I 61111IF-6MA 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH ---I LENGTH Y4' (42') PRECAST 1026 1024 16S8 8d' (42') PRECAST r4• (4n PRECAST 766 783 1300 r4• (4n PRECAST r4• (54-) PRECAST 501 1073 r-r (54") PRECAST VW 04') PRECAST 411 745 V4' (84') PRECAST F-10' M PRECAST r4-24 330 610 8.10' (70') PRECAST 174P (M PRECAST 721 490 S'4' (76') PRECAST 74' Mn PRECAST 534 363 74• (20") PRECAST S4' (112') PRECAST 328 612 230 V4' (11:M PRECAST 1r$ (121r) PRECAST 204 401 180 1S4' (126') PRECAST 11'4' (13r) PRECAST 23) 452 154 11'4' (13r) PRECAST 12-W (144') PRECAST 244 402 137 12'-0' (1"') PRECAST 11W (ter) PRECAST 217 324 110 ISW (19V) PRECAST 14'-0• (ion PRECAST 206 2e3 100 1r-0' (16n PRECAST 14'4' (1701 PRESTRESSED NA 204 61 Iwo (im PRESTRESSED 16'4• (184-) PRESTRESSED N.R. 260 83 IW-r (184') PRESTRESSED 174• (20r) PRESTREIBED NA 194 04 174• (20S') PRESTRESSED 11111`4• Mn PRESTRESSED NJL 149 62 IrW M2') PRESTRESSED 21'4• Wn PREFRESSED N.R 125 42 21'i' MY) PRESTRESSED W4r PC) PRESTRESSED NJL 110 40 274Y (MV) PRESTRESSED 24'-V W" PREBTREBSED N.R. 1 e1 W 1 24'0 (1887 PREDTREIISED (M) 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 MINBAU C OF SEARWO PAST EACH SIDE OF WIDOW OPENWO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCEM 16-0126.03 L — — — — — — m — — —m — —A- m — — — — — — m-m—m--J L — — — — — — — m-1— — — — — — — — — —J LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 W W W.Obdoeigngroup.com AA M 0003325 47 81 a C 4o m aysDIV & r,07's ABBOTT PARK LOT #2 BLK #15 PROJECT* 04181.000- 02151 MODEL" 4EBB "1828-CALI" GARAGE ar►ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 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 #5 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. O� F=FILLED WI GROUT U = UNFILLED NOMINAL WIDTH # OF #5'S, IN 2ND BOND BEAMCOURSE T/1(41/(B �16-1 NOMINAL HEIGHT # OF BOND #5'S, TOP BEAM COURSE IT IS THIS ENGINEER'S INTENT THAT XFXX- IT/1MIOB INDICATES A DOUBLE BOND BEAM # OF #5'S. BOTTOM AND XF)O(- IT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - IT/IMMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 1TIOM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .31/4" WINDOW z SILL z a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2„=1,-01 1/2"=1'-0" BOND BE" BOND BEAM �1#5 1#5 TYR B"xi6" BOND BEAM •': i#5 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/ (1) #5 BAR .` BOND BEAM GROUT SOLID FROM OP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR 8x8 PRECAST CONCRETE SCALE:-"=1'-0" LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS Tnc - PRECAST HEAOER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114-) 8" FROM EACH END AND 18"O.C. MAX. MIN 1-114" 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 1-1/4" EMBEDMENT 2x8 (MIN2 X3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING ARCHWAY FRAMING DETAILS 5 SCALE: 3l4" =1'-0" I — SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL N J BOND. BEAM —'1 PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN 8L LONGWOOD,FL32760 PH: 407-77443078 FAX 407-774.4078 www.abdosigngroup.corn L AA #: 0003325 O b � kbk 6 SVHDIV. & LOT: ABBOTT PARK LOT #2 BLK #15 PROJECT# 04181.000-02151 MODEIa 4EBB "1828-CALF" GARAGE EWU40: 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 HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1l2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. 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"). 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'' x2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 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 PLACG A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEINAST 8" FROM THE CENTER OF THE COLUMN. CJ1 4 CJ3 A CJ5 to 1 WNW WSW 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. n x n N p n N m n x n n x yny ATTACH TRUSS n n yn u n 4'-0" LJNG 2x $CAB TO WI 10d NAILS @ 6' O.C. (4" FROM EA. END) 1 C n gn n I N .I I A10G A�y�s a m®aa,� AS »®a me.arz aL.:� ,7 A�m�z�a>oza®��z:z -z as®sas�a�aa::a�a� �:a® . �I� PREF T�ROOF = �I� • IN- I 1 I 1 I I l a I 1jII I Q � K =:. m-.roams-----e. ma®- ... ...m�.a: I I I I I I I I I I I I A�CE'§3 I I I I I I I I I I I I A3 1A I Gr I 1 I I /B1 \ tea` / / a' \ s / L-91���--x EJ2 / ♦w / :QCl 82GE 0�, G�►f�7 FRAMING PLAN SCALE: 114" = l'-0" Ot0 d N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdes[gngroup.eom AA k: 0003325 b b O aXMDM da IAT: ABBOTT PARK LOT #2 BLK #15 PROJECT# 04181.000-02151 MODZU 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C AUG a 08/13,120 BCAI.E: 1/4"=i'-0" aItEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24' O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A -(I) SIMPSON HETAI6 TRUSS ANCHOR WITH # 11M0 UPLIFT SIMPSON (9)10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE _ (1) SIMPSON HETA16 TO HTSM20ND( 10d"x B-(2) SIMPSON. HETA16 TRUSS ANCHOR WITH ROOFIWALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4)1!4" x 2 1!4" SHEATHING d x 1 NAILS TO TRUSS (9) 10dx 1 NAILS TO 8", 8" x MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DBL S , GIRDER. PROVIDE 5" GIRDER. R W/ 10d NAILS, 2 ROWS, 3" NAILS, CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 19M UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0' MAY BE ADDED _ (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3° UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)160 x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR CONK BLOCK WALL )1/4" x 2 TO TRUSS AND (4)1/4' x 2 1l4" ADDITIONAL PLY MAX. TOTITEN SIMPSON LGT 5 GIRDER 2 CONTINUOUS BOND BEAM ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS N HD T x 5"TITEN HD TO CMU AND (12) SDS WITH (12) SDN WITH (4) NTEL CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. O }" z 2 }" TO GIRDER 2x SECURED W/ (3) i6d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH W SECURED W/ 10d TRUSSES @ 24" O/C, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL SE 3" TO GIRDER 12" O/C FOR REVIEW 2z SECURED W! (3) i6d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x STITEN HD TO CMU AND (18) SOS }" x 3" 1.2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:27M5 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 T GIRDER CONNECTOR(S) ` 14=1-" 2a 2b 2C SCALE: 3/4"=I' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dx1/2 HDG NAILS SEAMS) 0'-0-TO 30'-0- (1)'X" BRACE EACH END. TOTAL OF 10 30'-l" TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE (1)"X' BRACE 0 CENTER TO SLK W! FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLOL W/ T W/ 2" GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX /2X4 (W )* 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. P AT 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE o. C PLATE WI 12d's 8" STIFFBATRUSENG 5/8" GYPSUM BOARD OR 117HIGH PLAN FOR LOCATION ) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD `� U a MAY NOT BE (2)10d's Q EACH TRUSS SECURE TRUSS TO TOP PLATE wl (2) iv 6J. REQUIRED TO BE INSTALLED 16d TOENAILS 19-0" O.D. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x SEE SCHEDULE FOR 2x4 OR 2z8 WOOD BEARING 2-112" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO IT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. • 1z4 BTM. CHORp BRACING 6'-0" 0!C END WALL OR OTHER • • MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF .� r - . o. • 1 10'-0" O!C MAXSECURED WI (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN WALL W/ GABLE END INTERsecTloNrYP. &�P=E-ENG'D BTM. CHORD BRACING 6 TRUSS SCALE:34"=1'-0" a. GIRDER/WOOD POST CONNECTIONS SCALE:34"=1'-0" • 5 % FLOOR TRUSS CONNECTION @ L.B.W. Y SQALE:3/4"=T-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH114*0 �� HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5"D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5"D DBL. STUD J STUD NOTCHING NOT USED NOT USED 1ALTERNATE MATERIALS 11 AND BORING LIMITS LIMITS S 9 10 SCALE:34"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 A SU13DIV. as LOT: ABBOTT PARK LOT #2 BLK #15 PROJECT* 04181.000-02151 MODEL1 4EBB "1828—CALI" GARAGE SlrMG: LEFT PAGE: DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d ® EA. 4'-W O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'ON BRACE 30'-1" TO 60'-0(3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE ---�,_, "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GAILY COMMON NAILS. TRUSSES @ 24" OIC, 1x2 SECURED WI 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENaD TRUSS � W/HIP RETURN SCALE:3�4"=1'-0" VTCR SPACING (1) AT EA AND 6'-0" O, PRE-ENGINEERED VALLEY TRUSS CONNECTION_ L SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO SLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 10'-0" O,C. MAX. GABLE END BRACING W/ PRE-ENG D GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.77448078 FAX: 407-774A078 www.abdeslgngroup.com AA •: 0003325 J Ia qq C ikko 6 b BVHDIV. as LOT: ABBOTT PARK LOT #2 BLK #15 PROJECT 04181.00 -02151 MODEU 4EBB "1828-CALI" GARAGE 8WD9Q: LEFT PAGE: DETAILS 160 MPH E . C GA&E.E1A HIP HJOF �F-I` ROOF WIND DESIGN PRESSURES ZONE 1 = 23,79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S,B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE ,GAIN. 518 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE "Tld GUN NAILS @ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIAL SHANK TENSILE STR. SHANK Bd RING SHANK, 2 117' 0.120" 170,000 20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR BREATHING USE 1l2" CDX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 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. Bd RING SHANK GUN NAILS LQ 4" O.C. .. TOP 8 BOTTOM EDGES .. JQ Z C Z J Lj Vl O G to ¢ 0 J Q S � to Z LU Q W N Z Cai J Z LU c=7 w Za T=iJ O L7 v _Z >Z T W Of C7 W d LU W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS-�� ROOF SHEATHING --� ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRA ING G 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` �-" 8d RING SHANK GUN NAILS H 17O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAO" AGGREGATE SIZE SHALL BE 31C. 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 TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED OF ARE TO BE CHAMFERED 3//' ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 801 EDITION EDGES CONCRETE . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. F8= 1100 PSI AND A�MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 84M.CONi1M1W3POLYETHYLENE VAPOR BARPoER MEMBRANE UNDER AILSlAB3ON-GROIAA WHERE INDICATED ON R14ER 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 . METAPE. DRAWINGSSEAMS TAPPED S INCHES AND SEALED WITH PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BERATED 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 $HALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, $PIKE, 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, 61h 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 02. 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 ERECTIONTHIS 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 TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0- OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFLO TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. O 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 20 psf TOP CHORD -IarFWfauneM 10 psf BTM CHORD -ran-Don.nnt DEAD LOAD DEAD LOAD 16 psf TOP CHORD 20 Psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 PAT BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) LAVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMBED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pe1, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pst, SLEEPING ROOMS: 30psf, STAIRS: 40Psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Paf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 134557. TREAT ALL SOIL FOR TERMITE PROTECTION, REINFORCING STEEL" REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE 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 - 26' 06 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED ST EEL TEEL F MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PUN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTKN AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 101. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" 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 SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR S X BAR NO.148 BAR DIAMETERS).. U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH, ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy :ION. KM FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE SLAB -ON -GRADE PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABNRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL CONTRACTOR WALL SUBMIT PROPOSED MIX DESIGNS, N1TM HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ASTM BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL OTHER BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N-PRIOR TO THE ADDITION OF PLASTICIZER E WITH BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. O CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI SDI AND ASTM C-94 OR MEASURING, KIANG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL,J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS $HALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE IWkAMUM TIME ALLOWED FROM WHEN WATERIS ADDED TO THE MX UNTIL IT IS DEPOSITED INITS FINAL POSITION SHALL NOT EXCEED 90 MUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH S HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TMING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE MATH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12" FOR 05AND SMALLER 7 FOR #S AND LARGER O FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY WINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPMGTKW SYE tTPE SPACM REMARK$ APPLICATK S6E TYPE SPACMG REMARKS 1#PT FURRING TO MASONRVICONC. GSE HARDENED WK NML 11/S Ld1G. SOS -GE DOOR BUCK TO MASONRVIWNC. N"DN. ASHER TAPWNMA90NRY FASTENER 9'O1: it?EYBED., 1"EN/ C6T., 11?EDGE pL9T. 9G0, AL.Ea.p00P9 GSE HARDENED WIL B'Oa WPIDOWIDDOfYFASTENED .-GE DOOR BUCK 12"DN. WI EXPANSION BOLT M'OR 4"EM8E0., <"END OIST., iA K. SEE NDTE6 NVL 11?LONG. STAGGERED IMO MA90nwVAaNC. TO MASONRVIWFIC. WASI@R 3'EDGE OIeT. WINDOWWCK CASE HARDENED COIL rac WAaOWaDOWFASTENED MEru. STRAP To CONTACT THIS ENGINEER FOR SPACING to m, SEE NOTES NAIL, fYPLIXJO STAGGERED INTO MASONRVICONC. MASONRYICONC. REQUIREMENTS EM.SWMG DOOR (2HY,S -F-r 1 SO'C 1-EMBED, B'EID. rIOFIS 1. WOW '% E1�ANT_ 1'EMSEO, f Eta tl dC BUCK LPT,SEENOTEB NO WASHER FASTNEp DIST., 11?EDGE DIET. WALL TO CONC. SLAB WI WASHER BOLT DEii.. 3"EDGE DIST. 3 Tw0JDOw BUCK 0.1N-PAF1211 YOIC PENO WST.,tt? PT TO STEEL WL., SEE -ER BTAGGEREO EDGE GIST. NO 1. B 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 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. I1441 N- RONALD REAGAN B LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 AA N: a C � 6 IT aysDIV. 41116 I.0 ABBOTT PARK LOT #2 BLK #15 PROJECTp 04181.000-02151 MODEL' 4EBB "1828-CALM" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C Dw� 08/13/20 aCALE: 1/4"=1'-0" C) MA AP