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HomeMy WebLinkAbout7787 Davie Ray Drc� 99 1828-4EBB—CAL199 HOMES 12602 TELECOM E>FRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COAPLb �AJITH PRE',1AILING CODES FLORIDA BUILDING t':00E. NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE AUG 1 . 2020 CITY OF ZEPNYr PLAN EXAMINE' • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . ► BUgMM; COM 61R EMN (2M7) • ALL IDCAL AND STATE CODES •OCCUPANCY — RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB • MIN. WERIOR FUM — CLASS B •BASIC HIND SPEED — Vult=160 MPH Vasd=124 MPH • EXPOSURE — C •I —STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. A/C ADI. ALT. AM'. BD. CL GAB. cmCLIG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. DR D.S. DTL. D.W. FA. FA. ELEV. EQ, EXH. FXT. F.G./FX. F.G. FIN. FLR. FLUOR. FR. DIL FTTG. GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. EDR HOT. OR HT INSUL. INT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CA13MET CEEANG CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FD(EDGLASS FUEL GAS FINISH FLOOR FLUORESCENT FOOTINGDOD R GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT GLASS GYPSUM BOARD DO FBIB HOLLOWCORE HEADER HEIGHT INSULATION INTERIOR LAY. LUM. M.C. MFR. MIN. M.T. MID. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. PAD. R.A.G. REF. RM. R.O. S.C. S.D, S.H. SHT. SHTHG. SHWR. SIM. SL. SEGL. STD. SWS TEMP. THK. T.O.C. T.O.S. TYP. U.N.O. V.P.VAPOR W. W/ WD. WIR W.1, LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL OUNTEDRBSHOLD MOUNTED METAL NOT TO SCALE ON NOT TO SCALE PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENTNG SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLID BJG SLIDING GLASS STANDARD SHEAR WALL TEMPEERRED GLASS THICK TOP OP CURB OF TOP SLAB TYPICAL UNLESS NOTED OTHERE PROOF WASHER WITH WOOD WA'�°HEATER WROUGHTMON DATE DESCRIPTION ,, Cpy, ARCHITECTURAL SHEET DESCRIPTION q/b� 20n RX UPDATE PG Cl—COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG PI —PLUMBING PLAN PG M1—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS OIAiAB CD'SRE-UlSIED 0M IS SONS ELEVATIO0 ADDED CD'A RE ED 04/MYb FOOTNGREN610NPER FLBOUEB OS/JVIS COSRE-ISSUED 02Ayg ADDEDORSLESSFOOTERATGARAGE DUAL TFOWWEN) 022/22AS PLANMANTENANCCE 03/28A8 REVISED LWEL SIZE AT FWNT ENTW DOOR • 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 &44A S ADD ADDITIONAL RECEPTACLE N GARAGE PER WLL BATSON (MELBJ SQ.FT. CALC. S 4A 04AS REVISED HVAC VOI.IM ON SGFT CALL SCEEDULE (MELB) 06M/B ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12MA (OR.) LIVING �(,T, P'( GARAGE 430 SFT. (a. ENTRr LANAI SQ. F . TOTAL 2,362 SQ. FT. 06/2UIS ADDED LED LIGHTS • KITCFEN 4 BATH PER MARK MES OUIS/IS ADDED VaE OPTION ELEVATION C I D (TAMP/) pypAs ELEVATION Ys' BIDNG-ADDED LOUVER 0 GABLE ROOF ,� /19 ADDED OFT, W-V CEILNG FEOWTB OIAOIRO REPLACE UW CONNECTORS WTN b"%OI CCN ECTORB AVB:T RADON PLAN DR IRiB 04AVWO OFT. W-O' CLG. Wit- ADDED LED LW N FOYER 04AMO OPT. W-V CIA Wit ELEVATZN'C'- REVISED NEK>fHT OF AWAMAY STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA-DETAILS PG 51.2—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 93.113—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 DETAlLDIG OR EXPLANATION IN ORDER TO BUII.D 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 WELL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIIDITY 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. 1 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.8078 FAK 407-774.4078 www.abdesigngroup.com AA M: 0003325 all I r 4 SUDDIV. Ac LOT: ABBOTT PARK LOT #37 BLK #9 PROJECT 04181.000-37091 MODEIe 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 Nil INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 %aINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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 WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR 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. PLIIYBNIO 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''Y4' 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 COVERIN68 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 FONSNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" TYPE 'W 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 AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 1 AA#-.0003325 �Aa • L Q i M a SuaDIV. & LOT: ABBOTT PARK LOT #37 BLK #9 PTR.OJTDCT 0 181.00t 37091 MODs� 4EBB "1828-CALI" CiANAGl6 8VnN s: RIGHT PAGW: GENERAL NOTES 160 MPH EXP. C DRMT A 06/10/20 BCA - 1/4"=1'-O" BFt[W= GN EYlmli o � 'll � o O =I �T . '• t JI. /1, �p .�� o DOLLARD o AS RI ►terPER OLD& Mw . CODE ZM :1 o p = t:ll'l/ (floya - O—EMYARCH ss i 2 a ■o of/ ---------------- _ 0!11111110 FLOOR PLAN SCALE 114' " I'-0' Ai l 0 -*9 SQ.FT. CAM'S LIVWj 1.826 SQ. FT. GARAGE 430 SQ.FT. B1rRr 16 SQ. FT. LANAI 88 SQ. PT. TOTAL 2-362 Sd FT. CPB/111 A10 TYli 901M 7101E 0WHI I EEYIgM MIN. WINDOW to S 34/-48 CRITERIA EXTERIOR NAW3 IS S 33/-43 DR. MIN. CRITERIA SGD. MIpkL 41 S 31/-39 CRITERIA 16010 O.H.D. 112 9 28Z/-318 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 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER.OMMI)AIDOM lz TOP PLATE 0 i+1 BAR DETAIL A SCALE, IR'.I _®• NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (3S MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (38 MAN) THICK OR 20-MINUTE FIRE -RATED DOORS. SUN 1441 N. RONALD REFL JBLVDLONGWOOD, FL 3275PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.c AA t. 000332" pGp 8 BUBDIV. AC LOT ABBOTT PARK LOT #37 BLK #9 PROJECT# 04181.000-37091 MODEL: 4EBB "1828-CALI" GARAGE OWWO: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C 2020 PRaI" 06/10/20 DATE: BCALE: 1/4"=1'-0" SHEET Al SHMGLE ROOF 8'-0' BRG. HG1 i' ib'Xb0' FYPON - DECORATIVE SHUTTERS OR EQUIVALENT E 4' RAISED BAND (TYPJ ------- S'-O' BRG. HGT —_---_—_—_—_—_—_— ./-18'-4' BLDG. HGT. �FYPON LV12X24 Olt EQUIVALENT LAP SIDING AS SPECIFIED (TT P ) 4' FREIZE BAND ITYPJ b' TRIM BOARD ITTPJ 8'-0' Bltia. HGT. BRG. COACH LIGHT 9 y �n 0'-0' FIN. FLR 0'-0' FIN, OFF RIDGE VENT AREAOFAmC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENnLAT10N AREA = 2M4/30D = 7.98 VENTILATION AREA SO. INCHES PER FT.(144) = 113472 SO. IN. MN. REQUIREDVENTILATION .5X lIX72 IN UPPER PORTION OF ATTIC 567.36 IN. OFF RIDGE VENTILATION AREA = 1155OL IN. PERVEM 567.36 /115 TOTAL #OF VENTS RE UIRED 4.93357 TOTAL# OF VENTS PROVIDED S 'AREAOFATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EMR10ROF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED 12 b Ulm '-0' FIN. FLR v v FRONT ELEVATION REAR ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R703A SCALE. 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 11 � 4' I'-0' \ V BRG. HGT _ 8'-0' BRG. HGT. i iV iv c0 iO DECO. DTL. -O'FIN. FLR — _ 0'-O'FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE. 1/4 " I'-C' TEXTURED FINISH OFF RIDGE VENT 12 b r-ra- r-Fa- c0 [-jt 0'-O' FIN. FLR , - �0'-0' FIN. FLR �r----------'—'---'---------- -------------------------- p RIGHT ELEVATION SCALE: 1/4 " P-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-77446078 FAX 407-7744078 www.abdesigngroup.com AA 111: 0003325 Al IM BVHDIV. ae LOT: ABBOTT PARK LOT #37 BLK #9 PROJECT 04 81.000 37091 KODZZA 4EBB "1828—CALI" OARAOR 1111In90: RIGHT PARR: ELEVATION "C" 160 MPH EXP. C 2 DA 06/10/20 I/CALE: 1/4"=1'-0" aaH = A2C s ELECTRICAL LEGEND SYMBOL DEFINITION NOTES V tmv OUTLET 30 NT "ALE POLE Iw "I'm W Or cunxt woo To w3rcN —�•I�.QH IIOV OUTLET BOURPRID R� f~"w Nt TrFu a@ 77•v OUTLET (4) WIFE CONNECTION cununily eOOF eiNavtE�eT SWITCH OWTC4 34164T omit aMTCH 4-WAY OPER 11 I-0 WALL FFDI3tTeo LOW CEILING LIGHT © LED CLG LIOW LED VAPOR ©VP PROOF LIGHT OVp VAPOR PRDOF LOW UO mmsw cm ® WNT. PIN IOf" mot SG FT. VEn. PAN altlGkRLow— I On Pa S¢ R. v PDOY! teP¢c's Teo T Er ® 2•eLLE WRAP ARdaD 41e0IFD (exAm MNTJ 2' FLUC!BCE7r W RJI0"MOCEW p ro—.v—�er C 4' TReCK LIaR Q PANEL dill METER QS.D. omm Damclim IUALL r� ue ®CAMION 6/CO PKINCHMtheptee5BE11m 0101E 0E7ECTOle a w e SHALL K A DRTANOE OF NOT LW TMN 4• PBIOANT L113NT tl\ NATURAL AAe 10- TRAPSIO E JA M uN mATEtIEATER�� tDRCONiC7 DecnreEcr ME AMU ON l_J T/La ts" JAm comompgam TO EE suppooll N JO J-sox ACCORID Nce W •ox M14IN= AS SUCH Fee caa.SlG PAN410NT TO1b BE SUPPORTED a AIOCOMPANCE W cox FOR MIANetac .AS GUC14INSPECTION JMO= u• NUNOEs LItS17T a1RP p,g 3►• INCANDeece'T LIM? RUE• nnnmm�nnn w►L'ANDESCET LOW STRIP PLCOO LgFR aPT. SaaaaTT KEYPAD • PA PIES.mr= N FOR O11"Ea um PORT • LOCATION OF TV JACK& 4 FNOE &ALETe A PANS TO Be vwww a MOPWAX04M FT!-CONSTIEICTICN MEETING, • ALL 0 4 20 AMP BRACN CIR UrM, TO BE ARC FAULT PROTECTED PER BLECTMICAL PROVISIONS OF MM rnN EDITION 4 Nee 21oJ7 2elA IE]InoN (20n) • 30 A4TP DEDICATED LAID o CECUR. • GPI • WLAD (NOT ON KnCBM CICYIT) • DORU&A ER ONCOaiCT TO Be LOOKOUT N PANEL • BATWROCM E364LMT PAN TO NAVE MN. CAPACITY OF BSECTION m I'TTErr PERaoND a • LAUNDRY ROOT RECEPTACLC SW1LL BB 1Le01lO FAST WRICUT"MIONIMP IN PROTECTION FOR FBRSCN49L ON FBEDEM • MINING METHOD e1"' Be NON METALLIC CABLE PER BLBCTRCAL F•IeOV*" OF PeGa aTH W ( = • ALL WOW TO COMPLY OT14 WICTRCAL PRDvMCNb d M PBCR AT41 m t20nA • �(_ LAMPa aHALL EE YLEOTlD EY El11LDE! MiD Tat OF LIGLITN! M1tiET IY EEIafY @PIG—_. TTTE Plra .I CEILING MTD. LIGHT w1RED LIVING ROOM TO BE INSTALLED, I CLG FAN (, 7 OWNER'S PROVIDE C ' J F'RE-WIRED`@CSUITE J-BOX FOR I \ q OPT. FAN I \\ �1 GLG FAN ` PRE -WIRED DINING n CLG FAN ROOM I n 1 — I I 1 I IL &IHTCH IN \ OUTL _ L OR CABINET FDW _ _ _ af 0' GFI GFI 0 BATH _ I \ I I ow 1 L L LAUN� "--n \ RANCaE I — ��• u 11 GPI O GFI / \ 1 \ A-- ---- BDRMDEN, #4/ HOOD WIRE W/ OUTLET FOR FUTURE MICRO (.O V PRE -WIRED BDRM. j cLG FAN \RAI CLCs FAN 1 I LOJ4GFI I e� I 44'AFF. O I DO�OIt \ I —� I \ IL — --J /O • L I � \ BOLLARD AS REQ. WALL MOUNTED PER BLDG. LIGHT W/SWITCH IN CODE BATH If\ \\ ATTIC S//Co 1 \ I \ L M cw! v 1 KEYLESS OUTLET BDRMJ FIXTURE ty"/ FOyEp IRRIGATION 11 OUTLET • 4B' AFF. PRE -WIRED I / GARAGE CLG FAN \------------ —• --� COACH LIGHT ELECTRICAL PLAN SCALE. 1/4' . 1'-0' ER FIELD VERIFY OG. W P Panel MAIN - A PANEL: 8/18vpcR breaker VOLTAGE: 120/240 V-1 Ph MAN:15OAmp M.C.B FEEDER: 3- #1 Cu THVM 3 1-0e Cu (G) in 1 1R" C. OR 3- OW AL TI-m 81- #6 Cu (G) in 1 1/T' C. Wln PaN w De IN, V-" I I O-m W.tls w Pr. Wln 012 1 20 ExtMaRx WGF1t1TUG INN 1 3I ISM, 1112 2 ED bWa Pump f000 3 4 9 e 8 8 53N Am C.U:1 MF21: OR Syr 1 1 7 118 PANEL - A PANEL: 42 at breaker VOLTAGE: 120124OV-1 Ph MAIN: 150 Arnp M.L.O. FEEDER: 3. #1 Cu THAN 3 1. #8 Cu (G) in 1 tf2" C. OR 3- #20 AL THWN 81-#6 Cu (G) in 1 1/2" C. VA. F.I. w a 11 w.a. Orc m atoms weft D•.10- ale P.I. Wf. 412 1 20 5.9 Mo. 1500 I 1 2 1000 Rm3. w 2 a 012 1 20 Mbrornrw/11—IGFI 180D 3 4 012 1 20 S-1 APPO.nr — 15M 5 3 4500 Wr H.rer. 25 2 010 012 1 20 R 1500 7 S 012 1 20 DWI; RN94.01m AFCI 15M B 10 1200 ON tl Gfl 20 1 012 1 20 Both B.GFI R Wn 12DO 11 12 15DO G.MaehN GFI 20 1 012 014 1 15 F N/HN/B•b N2840/Btlh02 FCI NW 13 14 sm Dryer GFl 30 2 MO 014 1 15 LN Room Lrr AFG a10 15 14 M4 1 1S Kk.kr, ,e Dining LVft AFCI wo 17 18 1500 W.WGIF1 20 1 012 M4 1 15 SD&MAFCI Y 1a 20 1000 Gae D- NGFI EO 1 012 M2 1 20 Lwn /Bed"/Dr AFCI 1200 21 22 lm Ga. /ExWLW U•4R el.s AFCI 20 1 01223 24 300 SN. AFCI 15 1 a14 5 r 25 20 ow Orate ll ten AFG 15 1 M4 g 27 28 S 0• S er 29 30 100D M eadrae on 20 1 012 8 a 31 32 3 0 33 S • 8 . 3e SF.. ME 37 3e S N a 2 35 AID AHU-I .ter S KVA r 85% 5525 3B 40 8p,.a 41 42 sm.. L-d.ul4W to dwwd id.r rl0uhtbn•/1•I. IOOD 1d700 Lmd wbimtW Nnrd 4atw cAO Ww, IIr. Damand FactDr a u s: ABBREVIATIONS: AFa: ARCFAULTCIRa1RNTERRUPWR NC: NCNLONCIDENT LOAD GM: GROUND FAULT NTERRUPTER drl..tl. todw—ifim 42TOD ' flnt 1 W W wf. r 100% 100W R-onin -ftr 40% 13NO dr A/C Nor Ism LOAD CALCULATION 18 BASED ON AIC NON -COINCIDENT LOAD Ta1N Canadea Lrtl WN• 33ON TeW Am . Sett. / 240 vrN 141.3 Ge1NTel LWhftg S R41Ce Cla LoaO TOW A/C 5 ero Fed 18 8 (IaieW W a Rao 3 W/ 3. FL 5484 w-Nra 1 at pri ht st 100% 85 T" Qra.l a R.rn 5548 Ckllat Tomb tts Grarol Uh 4 Rr Pw A 9 817 5548 I L I I I LED LIGHTING @ SINGLE LAV. • BATH 42 150 AMP ELECTRICAL RISER NOf TO SCALE GENERAL 140016, A. ELECTRICAL MAMMALS NO BSTALLAIIONS SMALL COMPLY WTH ELECTRICAL PROVIGH" OF THE EDITION (2MV LOCK CODES, AND ALL LOCAL ARM COMPANY IIOLIREMEN%L IL ALL CONDUCTORS EIALL EE TYPE TFFNRNW INLBee NOTED OT/ERDE! 004140 VOLT. I I I � I I L I I I I I I L I Im 1 LED LIGHTING DOUBLE LAV. O"WO BATH PROVIDE 3100 CU. TWON • M, CU N 2' CCDWT OR 3 %4A0 AL. THOU 4 1% CU N 2' COMOIBT. fC.f* QUIT TO TEM"NATIP ABOVE 9Oe.IT • GMERHANCa) C0MDMATION SERVICE Bw AMR DISCONNECT GUTCH AND W4401R ELECTIEC METER N IPHHASI NEMA Jim E4CLAaRE PN O 0M ML e0Af2P NRRbYeT'E9 BONDING TERMINAL AT LOW VOLTAGE C X#WGTIOS 1 V CU ORRVICE 40WL D C30ECTED TO CONCRETE BNCAISM POORR STEEL PER ELECTRICAL PROVISIONS OF TIE I�S>LL EDITION (20n) SA3'• DIA X • PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA#F.0003325 8 a aQ w. 7 Qc V 9vaan► A aI LT ABBOTT PARK LOT #37 BLK #9 PROJECT# 04181.000-37091 MODEU 4EBB "1828—CALI" GARAGE 911ITWO: RIGHT PAGE: ELECTRICAL PLAN Ilile.160 MPH EXP. C 12 DA�!l'E: 08/10/20 9FIEET E1 OND ------------- I I I I I I 14'-3' 1 h 1 1 --- I F -- 0 m I i I —_---_-- I 4'-3' � • I I ( II L v I II I I II I ------ I it n I m � I I I I I I 2' -- VTR2. S IV�LLV j I �-I 1/2' AUTO VENTLL' 11 2' II L — — — — — J I 3' 1/2' 2 I AV TUB AV �. LAV 1 WC s 3 I I 3' 3 I I/1ORM 2' T WASHER 2 CO 4 TO MAIN Ell I PLUMBING RISER DIAGRAM -------------------- JU PLUMBING PLAN WALE, 1/4 • 1'-O' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-774-4078 www.abdosigngroup.com L AA M: 0003325 o o aUDDIV & LOT: ABBOTT PARK LOT #37 BLK #9 PROJECT# 04181.000-37091 UODRU 4EBB "1828—CALI" GARAOE STaNO: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C sn 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 SMALL DE 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 POO 6TH EDITION (2011) MECHANICAL 13LM CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER 1PPA 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 FBG 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO POO 6114 EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR SAT14MG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS 814ALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED MATH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC 4 OBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EX14AUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THER'106TAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAPCONS UNIT SANP8014 WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 'SXI 1/4' SHT. MTL. SCREW& SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE. MAIN COND. DRAIN 3/4' OIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB t REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FDCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. � FIN. FLOOR OR WALL COUNTERSUNK O. PLUG � SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE WAD ES NICKEL BRASS TOP CAULK P.KC OPTIBPEC T L00R SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING 11-6,XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, I/4 - P-0' ■ 0 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdosigngroup.com AA P. 0003325 J '1 �° 2a Sp t e BUDDIV. Jk LOT ABBOTT PARK LOT #31 BLK #9 PROJECT# 04181.000-37091 MODEL 4EBB "1828-CALI" GARAGE 8VIIN0: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE 14' DRYWALL SECURE DT. — I -LATE TO SLAD W/ Wd MASONRY NAIL a 32' OG. MAX PRE -FAD TMM 2X4 WOOD STUDS a24' or. GLAD NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. FLR T S (3�)TYP. INT. WALL ( NON— BRG. ) D 1 SCALE. 9/4'-I'-V' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJJ ON J' OZa SHEATHING OR p COX PLYWOOD SECURED PER FASTENER SCHEDULE PIE:-ENG TRUSS MTL. DRIP EDGE - 2x FASCIA PER TY . TYP. ELEVATIONS ON. VENTED SOFFIT / 1/2' THICK, 2 COAT PORTLAND—J--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I 0'-0' F. FLR.L 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM RBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-0' easx» mm m" rowan Lx■ - ■o. ■ 2B GAS LINE THRU BLACK ..— FIBERGLASS SHINGLES OVER W FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 030 FELT PAPER INSTALLED PER SECTION OR SYNTHETIC R905.IJ ON I' ObB. PRODUCT, INSTALLED SHEATHING OR k COX PER SECTION R9".0 PLYWOOD SECURED PER ON I}' Oba SHEATHING FASTENER SCHEDULE OR �' COX PLYWOOD S/S' GYPSUM BOARD SECURED PER OR 1/2' HIGH FASTENER SCHEDULE m' STRENGTH CLG TYP. EIOARD REFERENCE MTL. DRIP EDGE ON. STRUCTURAL 2x FASCIA PER ELEVATIONS SEE ENERGY CODE FORMS F� PRE-ENG TRUSS INSULATION VENTED SOFFIT REFERENCE STRUCTURAL STRUCTURAL PRE-ENG GABLE TRUSS MTL DRIP EDGE PER ELEVATION WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER R-4.1 INSULATION WINDOW ATTACHMENT VENTED SOFFIT STRUCTURAL DETAILS AS PER MANUFACTURES � SPECIFIGATIONB �o � r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' THICK, 2 COAT PORTLAND S' cm CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT I/2' GYP. ILL. PORTLAND CEMENT WOOD BASE ---\PLASTER /— DIRECTLY TO MASONRY a° a a ° 4 rAN_WL WINDOW OPENING ti J 0'-V' FN. FLR 0'-0' FM. PLR V cm a n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF r4—'�1—STORY HIP BLOCK WALL $2) LEA ERIUNDERLAYMEmN'T SYS EM D1 SCALE, 3/4'-I'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 • W TWLX 2 COAT - FORILMD FLAST■R A Ci'Wto MAGONW To uaaNRr ma cc� MAD V cm s■■ sTRJcrity- "m �ce'is�r a GARAGE DOOR JAMBS \11D1 SCALE: 11/2'•i'-0' Isc ooa■ 2X4 SPF 24. Or— MAX SECURE W/ (2) 12d NAILS • EA. END 2x BLCCIGNG 6ETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON J' 0bJ5. STIFFEHACK AT ALL UPRIGHTS SHEATHING OR J'COX 71�100ER STRUCTURAL DETAILS A PLYWOOD SECURED PER I.-®. FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE ON. PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 5/&' GYPSUM BOARD OR VU' 2x P.T. SECURED PER NIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL 1x2 P.T. FURRING STRIPS a 24' O.C. VY GYP. WL. SO. CMU i— WOOD BASE - — 0'-0' FIN. FLR d ° a a a . 4 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALA, 8/4'-I'-C' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-174-6078 FAX 407-774-4078 wwwAbdesigngroup com AA #: 0003325 F R o BUBDIV. Is LOT: ABBOTT PARK LOT #37 BLK #9 PIWJWTO 04181.000-37091 MODED 4EBB "1828—CALI" GARAGE STaNG: RIGHT PAGE: DETAILS 160 MPH EXP. C 2 1 8CAL C. 1/4"=1'-0" 1 D1 TOP= 2Xi P.T. • C:NTER OF DOOR HEADER aEQIRED W) (V 102' X V J-DOLT U 14' MN. EM DEDFENT YY 2' X 2' X V8' WASHER t NUT OR W (2) 1,12' X 8' ANCHOR DOLTS W 2' X 2' X W WASHER t HIT IE IN SECURE 2" ON RAT TO ELK O VMAA0 4W NAILS. asak 2X8 "ww C=eeuIRED ICU (S) IR' X S' J-DOLT OR ANCHOR W DOLTS, W4' MN. EMIDEDMENT, UV 2' X 2' X VS' WASHER t NUT. (I) UATNN S' OP TOP, (U WTHN 8' OF THE mitt(3)EVENLT SPACED. N IR (E Ca O" �J NOTES, ALL ANCNORD SHALL EE N ACCORDANCE TO MANUFACTURER'S NSTALLATION NSTRWCTl" WHERE MUCH 4JMTMI Ve NM AWE MOWS ATWM .04T GARAGE DOOR t BUCK ATTACHMENT tl'+Y.L. VI'•Y.O 8' cm 1f' DRYWALL I'XW OR I'X2' P.T. NAILER IX4 P.T. OR % X4' MIN. SECURE TIiRU FRAME i EXTEND I Yi INTO BLOCK W/ V TAPCONS (MIN. SHANK SIZE AS MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4 WITHIN W OF EACH END 4 18. O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLACK +3 4 OR +5 4 ALE: N.T.S. 2X4:m SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMSEDMENT I Y4 ) WITHIN S' OF EACH END t 18' O:C. MAX SPACING. 2Xb:m SECURE TO BLCf,-K WU2-%* TAPCONB(MIN. t@ANK SIZE 145 MIN. HEAD SIZED w MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END i e' CMU 18' O.G. MAX SPACING. JL' DRYWALL 2x8,m ❑ I'X4' OR 11X2' P.T. NAILER SEAS STO BLOCK UA.w6 CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 CO:: JAMB OR�WI WINDOW MIN. EMBEDMENT I Y♦') ATTAC44 TO 2X WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAI® TO BLACK +1-1 2" in1 WINDOW TO BLACK +1-1 " " SCALE: KT . 2X4m SECURE TO BLOCK W/ V TAPCONB (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB• OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS°1(t' (MIN. SHANK SIZE J45 EMISED MM. i T MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK CMU MIN. EMBEDMENT I Y4) � R WITHIN 8' OF EACH END i v DRYWALL 18' O.C. MAX SPACING. i 1'X4' OR I'X2' P.T. NAILER m 2x& SECURE BLOCK W/2-%' 7(r' Ob9. x 4' MIN ?MIN. SHANK SIZE J45 DOOR CASINGS MIN. HEAD SIZE 300 DOOR JAMOR WINDOW MM. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IW O.G. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK + C 1-16/1�° WINDOW BLOCK +1- 5 8 SCALE: N.T.S. 2X4,m SECURE TO BLOCK W/ iW' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE "0 MIN. EMBEDMENT I Y4v WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLACK W/2-J)(6' NON-STRUCTURAL �6' TAPCONB TAPCON MIN. I-Ys' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') g. CMN WITHIN 8' OF EACH END 4 K' DRYWALL IB• O.C. MAX SPACING 1'X4' OR I'X2' P.T. NAILER 2X8� SECURE TO SI.OGK W/2-j(i' CASING TAPCONO (MIN. SHSWK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING6 --/A NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO�/NOT EXCEED Y49 DWLNDOMWBTO BIB,OCKK+22114, " SCALE: N.T.S. 2X4m SEA PTO BLOCK W/ Vo' (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END i NOTE, STRUCTURAL 2X 18' O.C. MAX X SPACING. MUST BE ON OUTSIDE 4 2xbm SECURED THROUGH SECURE TO BLOCK W/2.%.NON-8TRUCTURAL V TAPCON MIN. 1-)4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. 14EAD SIZE 300 • CI'1U MIN. EMBEDMENT I Y4) K• DRYWALL WITHIN 8' OF EA04 END i IB' OZ. MAX SPACING. X4' OR I'X2' P.T. NAILER 2X8tm SECURE TO BLOCK W/2-14' TAPCCNS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Noraw miawomm"ayestooNOTP4ow) DOOR JAMB TO BLACK +3" n WINDOW TO BLACK +3" " E= N.T.S. 2X4m SECURE TO BLOCK W/ Il(•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X W3' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2Xbmo SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL' TPCOHIS(MM. SHANK SIZE T.145 ApCON MIR TO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8' CMU K• DRYWALL IB' O:C. MAX SPACING. 2X&m VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-3(a' D 2X SECURE TO TAPCONS/MIN. SHANK SIZE STRUCTURAL MEMBER I45 W/12J12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t b' TO 8. O.C. MAX MIN. EMBEDMENT I Y4') CASING WITHIN OF EACH END i DOOR JAMB OR WINDOW IV O.C, MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F. W + " ALE, N.T.S. 2X4s SECURE TO BLOCK UW4' TAFrAXWMIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE i IW O.C. MAX SPACINGG, SECURED THROUGH 2Xbm NON-STRUCTURAL)W SECURE TO BLOCK W1-1/4' TAF'OCN MIR I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 , CM MIN, EMBEDMENT I Y4') )f' DRYWALL WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8om SECURE TO BLOCK WA-1/4' 7(.' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE -100 MIN. EM�DMENT IY4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER IB' O.C. MAX SPACING MANUFACTURES DETAILS. Npf4 tYer M N®MD To 14V1.W W f00 NO! OK'OO X') DOOR JAMB TO BLACK +3-7/Ia. WINDOW TO BLACK +3-7 18" C' SCALE= KTA. 2X4m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3W MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. I-V (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8• CM WITHIN 8' OF EACH END 4 )f' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2• ..NAILER 2X8sm SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END t TTAC 4 TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" DOW C +3 3 4' H BGALE. N.T.S. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 r0 O BVSD T ABBOTT PARK LOT #37 BLK #9 PLROJECTU' 04181.000-37091 MODEIA 4EBB "1828-CALI" GAP —WE 8MfWG: RIGHT PAGE: DETAILS 160 MPH EXP. C JUN 2 2g Al,SIC -AM AR DA 06/1 BCAL.E: 1/4"= aIKEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 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 13872A 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 10441.4 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 F8CR 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 STRUCT. 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 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 1SO76.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5694.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 94 o a w 9 To StMDIV. S. IAT ABBOTT PARK LOT #37 BLK #9 PROJECTiv 04181.000-37091 3 oDm 4EBB "1828-CALI" GARAGE OWD90., RIGHT 1PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C APPROVED EWLDING YIRAP SHALL ME LAPPED A MINMIM OF 4'a4' BELRADMERM6 MEMMRANE 6' 0' • VERTICAL LAP° [ROLL PLAS14M (COMPATIMLE W) HOISE ENDS) 4 &' • HORIZONTAL LAPS, WRAP MATERIAL) OVER 4' ALL 601" SPED TO Md TAPED LATH VERTICAL LAP TO EL I' APPROVED NOISE UARM. WTW POWNWR MILATHNG TAPE PLASHNM TO EXTEND ONTO PIPE / V OR LESS PIPE ::�^•` ':: &'A&' PELF-ADNERN6 ME'IDRANE -- CONTROL JOINT REPOIREID i '-- P "' THIdC !COAT CEM®IT PENETRATION FLAGN NS ?COMPATIBLE \ PLASTER MATERIAL�' ) OVER 4.4' FLOF CNT OROL JOINT° T ME WNW TIED TO LATH - SL UM LAYER 9. FORTPIEBR / \ MIANGE SELF-ADP✓ERING M9RM! 1 FLASMING OVER APPROVED O+C. MAX [VERT,Z NOT FASTEN C24TIWL JOINT TO OWLD°IO PAPER r rw taP .drat un+ / \ � = io ExTaa ONM PIPE 1441 N. RONALD RFAGAN BLVD U14LL EVEN P STUD EXISTS r LONGWOOD, FL32750 EEYOND EXCEPT sTAPLES III/ MAY To TEMP. APPROVED METAL LATH FASTENEDa (VERTJ Or- MAX f�, I PH: 407-7746078 JOINT t X X X FAX: 407-774.407E DURM INSTALLATION AT {� �— — — — AND OVERLAP 06 6102 OF SELF-ADMERING www.ebdeelgngrouP.�m FASTErsRs To ME er WAS, LAYER 4. s7ueeo WRAP 1 rreTAL LATH MEr1eRAP� FLASWM cur AND OVERLAP ONE 605 OF AA x: Oo03326 • T• or_ rwc vEIRTlc,eu.Y STEP sl ULP-ADI$RNG MID' PRAM STEP 02 WOOD 04ATHNS UM LAYER PI. J' TWM ! COAT CEMENT K 4°H143 stucco RwAP I PLbTEIR um LAYER ti STUCCO YRAP F, .. •- w ,.a� :, „s.m ' -`� x,:-iYrr ' Ss` • 1••I taP ow.r YRD LAYER 7. PORTIPIECR / I METAL LATM MET LAYER 7, FORTPIBER LAYER EWLOING PAPER Wm LAYER %FDRTP®ER mULDIN6 PAPER / se.Tei UR6 LAYER'). \ � — -�- � I STUCCO RRAr PLASH PLASHING4'X4' HCMbRANE FLASFIPIG OVER 4'wY OVER \ SELF-ADrERING MRMERANE nM. I INSTALL FASTENERS (CLIPS. E'ER APPROVED SHALL NOT YIOOD SHEATHING STRAPS, STAPLES) AS as CONTINIJ"v ro •• v To •• � Rl/ilIRED TO SECIlRL P e•uw. TO EXTEND ONTO PIPE JON" EUTER SHALL \ PIPE/ Mile TO PRATING 4k4• SELF -ADHERING T'0'7DRAr@ BE STOPPED AND FLASNRN6 OVER APPROVED TIED AT EACH SIDE. �_ PM POE 7X4 MLOC1100 r r»I uru 9-ASPR'G TO Ef[TEND ONto PIPE PER ASTM CIO&! PLACED FLAT MAX &• TO V TJOJA c y.ta to FROM CONTROL JOINT WEN I-p-VAPM-IAE NOTE, CONTROL JOINT PALLS oN 1. PAGT04M POR TO NAILS 6TIRJCTUR'AL STID SCAI.E�I Vt•.i'•O' � x . MEAD of SEALANT LATH BE O�F _ i STAPLES IN COMPLIANCE 0V ASTM CIO&! INSTALL APPROVED HOU6EYRAP AIR IMILTRATI011 DARItlER OVER rf 2. UMTIES TO ME (NO. S) 004111,' WRY / SI#ATHNG ISE IN ILp� TO WALL STUDS RECURRED PER PLAN / \ COATINGOVER111 UC C.ELAWOMBRIC (SH SEE TYP WALL CIV VERTICAL LATH tell R� O & PAPER DETAIL WOOD 611106SECTION PER SECTION R703.7 OdNlor YSIYta Ad RWYIYtl NOTE, SHEATHING Exterior U. oI poman0 wmnt plmtot SIDE LAPS OF METAL shell comply with Die appllcedon PLASTER EASES SMALL regUrements of ASTM C 920-12A. FRAMING encxMING rlE BE PAAf ERtP�----PLA InstaNetlon of exterior IatNr10 aW frarrkg O' M" TYPE CONTROL JOINT � �� 81PPORISshell wiM ASTM C 108312A. WTN OA74�•N. [I11-MIN) STUCCOa44 YINRL AT NTERVA).S NOT RR MORE THAN V (2mMMA 44 As PER ASTM CI°&! O LPOLDHIlMO•Pt'A P��•PI•• I&J. 3A PIPE PENETRATION DETAIL (FRAME) ®� LCOWAN •�° ® KICKOUT P AIR TEARS HORIZONTAL LATH IN OMTEAM DETAIL MAY Y O LAYERS, &.E ]PAT0411111DTA & PAPER DETAIL YVTIOIISE UIRAP TAM PER MANIP. SPEC. OR � PEEL a STM 4Y } WOOD SHEATHING ORCMU L 67mAM • Pr. & >. a.AR. • Pr• ° WRB LAYER °I, ♦aNMR •Pr.c &ct thw•R•c STUCCO WRAP(FRAME ONLY) 4 NAD PP. C Dom! Pr. s TILL Pr. a TaraEM maric"'LAM ® �' THICK 3 COAT CEMENT ® w PLASTER (FRAME), COAT LEGEND ` CEMENT PLASTER (GMU) METAL LATH (FRAME ONLY) ®� o LAP WRD 4 TAPE OVER DRAINAGE PLANE (WRB e n �� ROOF/WALL SCREED FAIR. "UP T1dW LATER 01, STUCCO WRAP) "AL, Mao.212 Imam r THICK l COAT CEMENT z s•X5' 'L' TYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER ...... — PLASTER tnRA•atv)'tcoAr L GALV. METAL FLASHIWs "t'1f�POR! (NAIL TO ROOF DECK NOT BUILDING PAPER) !RM LAYER n,FORr'm P '� WALL SHEATHING) BUILDNd PAPER aTw7 PLY) WRMLAYLR, CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x eT1PCCO IM 11111111011411 11NRs 11411 Y, INSTALL WITH ROOF CEMENT f UNDly a. LOTBBOTT PARK LOT #37 BLK #9 P1tOJSCTp 04181.000-37091 MODZIU 4EBB "1828-CALI" O*Jt"Z OWING: RIGHT PJAG14: WALL ASSEMBLY DETAILS SIP L,Tm.. III Ie� IRaP 160 MPH EXP. C OVER NALM ILAM& W&- .' I ..� STUCCO mt" on ad ROOF CEMENT �ROOF: PER ELEVATIONS WOOD SHEATHINCz g MA" SELF-ADHESIVE FLASHING J 1 2 � NE: AMI METAL LATH: LATH TO 5E PER SECTION a lot l ` °''°"'""TR`I"°°`°" R-1031.1 / ASTM C-84-1-m9, MIN. 2.5 LBS. P NT Raoec oo.er xxm, RIISIRLR P10i01Rtl �` 11 & I. F. DATIM 06/10/20 PER SQ. YARD (UTILITY OR NOMINAL SCALa11:1/4•=1'-0FAGCM OW �WCM L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) azs>T " 5 N.T.S. WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIA94M CF PLAS14MG TO BE, 1. BOTTOM. 2. 612E8. 9. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER AWAY PROM JOINTS. E•Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,AW CAULKING • JOINT ALL AROUND PER SECTION R7031 Exterior leBdnG and ple"Ing 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. WRD LAYER -1, STUCCO WRAP I .; HOODED VENT �'� : ]• THICK, 3 COAT CEMENT PLASTER METAL LATH WRZ LAYER -2, FORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SMATHING FLASHING LAYER M. UNIT STUCCO WRAP LAYER n, FORTIFIDER PREMANUF. DRYER BUILDNG PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD OOpD CON6TR.ICTION Y/—FINISH 0 FASTEN TO WOOD 6TRUCTURAL SEALANT* ,1rj R • T' = MAX TOP 4 SIDES 6 • ro 1i' Mro -WALL �7UUEEP Srt 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE - FLAOWNG !INSTALL PER MANUF. SPECS.) 19UILDM PAPER — UNDER *QUICK FLASH' A UVENT PENETRATION SCALE, N.T.B. CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER $1, STUCCO WRAP WOOD SHEATHII APPROVED HOUSEWRAP ELEC. METER FIELD I VAPPLY BELOW VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS BOX, STUCCO SCRATCH COAT APPLY TO FM EDC AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER NRGN I Z/ rcc�,.Gt V G STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE ' P FELT-PROVI SEALANT AT JOINTS AND NTERSECTIC W WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY OEFORE APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK B' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER ry STEP 01 STEP *2 um I WRB LAYER h, STUCCO WRAP APPLY 60 MIN - C~E 'D' FELT OVER SELF -ADHERING FLASWING OVER APROVED HOUSEWRAP STEP *3 ® SELRABRANE MEMBRANE FLASHING I UIRB LAYER 02, FORTRIEER BUILDING PAPER STEP #'4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) rti METAL LATH ad STEP 05 STEP #(o OELECTRICAL RECEPTACLE i"I N. RONALD REAGAN 8LVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003325 S� K e 6 E; g IN F « zAT PARK #37 #9 * 0-37091 BB CALI" 8WING, RIGHT 1PAGIC: WALL ASSEMBLY DETAILS 160 MPH EXP. C AA NO PRINT .9 DATM 06/10/20 DCALE: 1/4"=1'-0" BFIEET WA2 LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRS LAYER 02 (FORTIFISER — • — • — • — SUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING Tll1CTION �- BOYCNO WOOD BMEATMMG WEATHER M618TIVE ErV1RIER i DAMeR r818r1vE / 1 , i X• x 1 � Blom PLAGWINS �\ 1 \ a STARTER STRIP 1 1 \ 0 PLAGNMG ;IIEATFIER RE818TIVE DARRIER � 6k*JtPt TIVE y 8��-MMERMr. OALVP METAL WOOD TRIM MEF�-//EfER / ` ,.. \ / 6. °RH+R I T \ OR APP P V ED IllECtM t SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 M L 6 a 0 BUDDIV. de LOT ABBOTT PARK LOT #37 BLK #9 PROJECT# 04181.000-37091 MODEL: 4EBB "1828-CALI" OARAOE 811INd: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH MR. C 2 l ` m No M'3 JI i Dw 06/10/20 scALID: 1/4"=1-0 8iIEET WA4 \\ VV TEXTURED /i / \ •' FINISH • WOOD, .. .. .. TEXTARED FINISH 0 cm - - 2x(p SUB-BANb x x x W/I'x4' NOTCH i METAL LATH x x x x x / -- -- --- - - --- END, WRAPPED IN < / PEEL a STICK METAL FASCIA WRAP ff WOOD SHEATHNG I OR am x x x x x x x x x x x x DRIP EDGE d x x x x x x x x x x x x I F. -. -- -- ---------------- t I\\ 1\ = STUCC.OTWRAPCFRAME ONLY) WR9 LAYER 4, FORTIFIEIER x x x x x x x x x x x x 1 I I,i 1/8' �/8' TEXTURED I FINISH tv WOOD i \\ 2x6 euD BAND ----' EIUILDING PAPER !FRAME ONLY) ROOFING CEMENTx x x x x x x x x x x x x x x x x x x x x x x x x i -, FRAME OR CMU FELT PAPER 1 1/13 1/2' TEXTURED \ \\ FINISH CMU j \\ x x x x x x x x x I• DRIP EDGE x x x x x x x x x x DRIP EDGE \\ x x x x x x x x I I METAL FASCIA WRAP Ya' FROM \\ ©FLAN METAL KICK our x x X x x (REFERENCE POINT FOR WALL OFF \-- - -- --- 4 STUCCO, I' FROM \ WOOD WALL SET COMPONENTS) `—EXTERIOR WALL \ (FRAME OR CMU) \\ \� NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ ®ELEVATION ©PL,4N A —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) i— 11/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH ® CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/0¢'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 e r 14 O lA USDIVBBOTT PARK LOT #37 BLK #9 ROJI'=T# 04181.000-37091 MODZU 4EBB "1828-CALI" OARAOM awINa: RIGHT PADS. WALL ASSEMBLY DETAILS: SUB —BAND %160,WH EVRC 39'-8" 28'-8" '-4" 9'-8" 9'-6" 15'-10" 3'4" 36'-2" 3'-6" I M SMOF 3 Y zip_ _ _ — — — FM-12X18— — — — -i a 4" CQNC. g r co wa SLAB Icy ILL � a * 3 1 /2 1,.0- LF-24X24 l 10-0" r . I r FM-12X18 1 EXTEND Sri 1 SLAB 1 1/2" 4" PVC CHASE,i +r I N r� rr r i TOP OF SLAB M xI 4 m N • N LLI I r/'r rj r+ I i' r� I rr LL / r+ R r; ip I I /irr 1 b TEA — — I "2-8" -51/2 17.8" 5 3'-0" ' I m N N I 4 m I .I 1 EXTEND SLAB 1 112" 2 (4 CONC. �( m FM-12X18 ( SLAB 0. z� — I . -3 1/2 N n'I I 3, 4 I 2 +7 1/2 1.1 FM-12X18_ _ .1 J FMC-12X18 v FM-12X18 FMG12X18 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 w0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATED #5 BAR, GINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" ORS- MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG "-0" FM-12xl2 12" CONTINUOUS 12" - 's FM-12x18 12" CONTINUOUS 18" O #5's FM-16x18 Is- CONTINUOUS 18.. - s + "-0" FMC-12x18 12" CONTINUOUS 18" - s #5 IN CURB VARIES s s (_)0 -4" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 t � Y C OUBDIV. ae LOT, ABBOTT PARK LOT #37 BLK #9 PROJECT# 04181.000-37091 MODEL" 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH E C ECALrE: 1/4"=1'-0- eiIEET s1 30" MIN. EACH WAY c MONOLITHIC FOOTING � 9 2 STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v T CELL SEE PLAN FOR SIZE AND $ a o} CELL SEE PLAN FOR SIZE AND c_ p0- SPACING REQUIREMENTS SPACING REQUIREMENTS' °- GARAGE DOOR W RECESS Q -FM wO y i 8"CMU WALL O N 8" CMU WALL , . CORNER BARS, SAME SIZE AS BAR w w 8' IN FOUNDATION WITH 30" LEG EACH W = }, + WAY AT ALL CHANGES IN DIRECTIONS co tU/� c3 TOP OF SLAB� LAB TOP OF SLAB (... SO THAT THE STEEL REINF. IS CONTINUOUS � � � � � - �� MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLABCHAMFER SEE SLAB SCHEDULE.. SIZE 48 BAR DIA. (1STORY) VARIE SEE SLAB SCHEDULE TOP OF GARAGE g "v. CONTINUOUS STEEL MONOLITHIC .BAR FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �;p. AT ELEV: W/1/2"ISOLATION (WHERE q CHAMFER (2STORY) 18" g4 24'. EXT. PORCH SLAB4"CHAMFER(1STORY)JOINT W/1/2" ISOLATION L8" CHAMFER (2-STORY) Z SCHEDULE ,R 31, JOINT (WHERE.- APPLICABLE) Z ••APPLICABLE) nEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY AND BAR QUANTITY NUMBER OF BARS Cl.. 2 TO 3, PROVIDE 2 BARS), UNO .1 42 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 GARAGE SCALE:&4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 314"=V-0" LAP TOP PLATE A MIN. OF 48" ------ LAP TOP PLATE A MIN. OF 48" ---� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W! PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j y NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED Wl2- PART SPACING. SINGLE BTM. PLATE 12'k9' WEDGE ANCHOR Wf 2" BTM. PLATE TO BE PT. W/FLANGE Q BASE 0- g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO p Q 8", UNO O FOLLOW ALL MANF. PLATE EPDXY 5-12' EMBED. MIN. @ 16" OC MAX. SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. K SPECIFICATIONS FOR V) ¢ SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ADDITIONAL METAL USE ANDLs = I ANCHORS W/ 10d x 1 12" CONNECTORS NOT ECURE FLANGE TO I-- m PREPARATION OF v COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) 1/4•' X 21/4" TAPCONS Z HOLE. W rn HOLES, DO NOT USE 10d W U UPLIFT IS PRESENT. W x3' SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB •�: .. A 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) a -a � s ° EQ. EO. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BQALE: 314•='-0• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 7 INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE: 3/4"=V-0" (W/ UPLIFT) SCALE:34"=1'lY' (NO UPLIFT) SCALE: 3/4"=V-9' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2 WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO p d BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W 16" O/C STAGGERED. U ADDITIONAL METAL e a CONNECTORS NOT U REQUIRED WHEN NO 0 8' CMU WALL UPLIFT IS PRESENT. Z +- 0'-0' POURED LINTEL CONT. (TYP.) �• 8" CMU FILLED CELL (TYP.) TOP OF SLAB+e'' SEE SLAB SCHEDULE .I, 2X WALL FRAMING SEE SLAB SCHEDULE •. 1/2" DIA. SIMPSON ST82 BOLTS S' +- 0'-0" Z MINIMUM EMBEDMENT INTO TOP OF SLAB ---•�:.---...--. . a• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m a . CENTERED UNDER WALL AND 18" O.C. VERTICALLY MAX , POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE DULE SEE SCHEDULE .: T . RWXD, ARSI FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL COL. PADBLOCK WALL CONNECTION SCALE:(NO UPLIFT) 8fFO02Tj1[tNLGAND SCALE:?/4"=1'-0" I 1 SCALE:3/4"=V-0" 1441 Ni RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 wwwA esigngroup.com L AA M: 0003325 �aa my V Q g !;Z-440v I NtMDIV. S. LOT. ABBOTT PARK LOT #37 BLK #9 PROJECT# 04181.000-37091 MODEL: 4EBB "1828—CALM" GARAGE OWING: RIGHT PAGE: DETAILS %160 MPH EXP. C DOWEL PLAN SCALE: 1l4" = V-0" 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 327W PH: 407-7746076 FAX 407-7744078 www.abdesigngroup.com l AA N: 0003325 4 a s eunDiv. a LOT: ABBOTT PARK LOT #37 BLK #9 PROJECTo 04181.000-37091 HODELs 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: DOWEL PLAN %160 MPH EXP. C 12 D TE 06/10/20 SCALE: 1/4"=1'-0" 8FIEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM • I ed. -D I .. 0 q. CLEAN OUT REQUIRED Gd' FOR INSPECTION m - 0'-0" FIN. FLR. TIE ERTI.. REBAR .. Z • TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z X #3 18" �O #4 24" U #5 30" #6 36" #7 4Z' HORIZONTAUVERTICAL REINFORCING (D- SCALE: 3l4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 t SPACING REQUIREMENTS a mW U � J WO y 2 8" CMU WALL 0 SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) Z MATCH STEEL REINFORCEMENT 'N PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY Z � BAR SIZE 48 BAR OIL. > #3 16" n UU #4 24" #5 30" #6 36" #7 42" PVC CHASE 4 THRU FOOTING SCALE: 3/4"=V-0" NG REINFORCEMENT PER SCHEDULE #5 BARS 0 So ■ c CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS �'o SCALE: 3/4"=V-0" 1441 N' RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407.774.4078 www.abdosigngroup.com AA #: 0003326 af R BUDDIR as LOT ABBOTT PARK LOT #37 BLK #9 PROJECT/ 04181.000— 37091 MODEId 4EBB "1828—CALM" GARAGE SWING: RIGHT PACE: 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 i/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W110d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-Oi AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/6" 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 I T.0.8. = TOP OF BEAM/ B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.OS = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION re SIZE W XH' REINFORCEMENT STIRRUPS REMARKS --(Pei) BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS A/MIF-6011M I SAFE LOAD - POUNDS PER LINEAR FOOT 46op4f/MA SAFE LOAD6111110-611000 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °Y0 7C (42') PRECAST 2231 W-T (46) PRECAST Im #4r (541 PRECAST ISIS F-C (841 PRECAST 1217 F-10' (/01 PRECAST 1082 Fd (M PRECAST SOB rd Wj PRECAST 743 W-C (1121 PRECAST 5" 10'4r (1261 PRECAST 475 11'I' (138) PRECAST 302 12'-0' (1441 PRECAST 337 1" (1851 PRECAST E2N14W (161 PRECAST 14'-0' (11 P ISW (1841 PRESTRESSED1r-4' aM PREST 1S4' MM PRESTRESSED N.R. 21'W On PRESTRESSED N.R. 22'-0' (MV) PRESTRESSED N.R 24'-0' (1861 PRESTRESSED N R. r�=®117=117=11=7 voovoo® O�m�®mom 0m00000 0iL700m00 m®DO�OC�7 �m�00E,T.■F.:.7 mm000Q*Q� 0�000�0 00�0©m0 oomom�!�r_ oom0000 00000mo oomomoo oommmoo ®omomov O0"Em MEMMEMmEZX0®0 "NERmmm©0 ®�m000 00000®o ©o©0000 IN I #A 1 40 1 04 1 4M I I= (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. ALL VALUES TNEEN FROM'SAFE LOAD TABLES BY CAST'CRETE MAY 201E EDITION -ALL PRECAST PRODIICiSARE TO BE INSTAUED PER MANUFACTURES BPEcww 3-0 (Cn PRECAST 10251 1024 1 1696 P4' (461 PRECAST 7M 763 1809 C-S' (541 PRECAST 692 S81 1073 V-V (841 PRECAST 411 411 745 F-10' (m7 PRECAST 340 339 618 F4r (71M PRECAST MY 721 490 T4T On PRECAST 424 534 303 9'-C (1121 PRECAST 325 512 230 IIY-r (1261 PRECAST 264 401 TOO it'd' (139) PRECAST 29D 452 154 174r (1441 PRECAST 244 402 137 I" (ND1 PRECAST 217 324 110 1417 (1681 PRECAST 206 203 100 14'4r (1761 PREHIRES ED N.R. 284 91 15%C (1641 PROD N.R. 269 83 1r-c (2051 PRE 7mom N.R 104 64 W-C PM PRESTRESSED N.R 148 52 211-V RS61 PRESTRESSED N.R 125 42 W-V PC) PRESTRESSED N.R. 116 40 24'4)' Mn PRESTRESSED N.R. 91 33 '�moom000 mooE�000 m0�0�®0 �000NMI oca^ter■�■Q■�"^cu^ czm= ©Elm KMT0 •WS1QLr ESaNEns�Enss�m="1mcn Macr+ME21 +cry-maa "MEN !C -w0=1M@1 0Q'ICTQ�C3'"R'7u 0©QC _E-_ "i^"9@" COE=0 DKmw!rQ=z1K=.f1 �1 Q� Cr7'1 Q"Cif 1 Q"I 0IMMM"GT'1 m9 1E7",' LTA s�e� ssr.'.,• screw ssr.',1w ssr"s.I sr ->A Nr"tAl (A) 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 MMI" 4" OF BEARING PART EACH SIDE OF WWOW 0108614G PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-O" i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774.8078 FAX: 407-7744078 www.abdeslgngroup.com AA I: 0003326 2 unDIv. at I.OT ABBOTT PARK LOT #37 BLK #9 PROJECTI/ 0418.000-37091 MODEL: 4EBB "1828-CALI" GARAGE 9!►INO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 12 A. Dw 06/10/20 BCAZE >llfEw s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK —, 17'.. #5 BAR CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=l'-0" PLACE STEEL REINFORCING (1-2) 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, OF F = FILLED W/ GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE -16-1T/lm B NOMINAL HEIGHT # OF #VS. TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1 M/0B INDICATES A DOUBLE BOND BEAM # OF #3S, BOTTOM AND XFXX - 1TIQ= INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1TAM/013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- iT/OW013 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST :131M" WINDOW °. H SILL Z SLOPE g TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYR E �' r BOND BOND BEAM 1#5 TYR B"x16" BOND BEAM ^ 8xl6 DBL. BOND F BEAM WI (1) #5 BAR EACHCOURSE Bx8 BOND BEAM V11ON TOP OF W/ (1) #5 BARIREFER .` : BOND BEAM GROUT SOLID FR TOP LINTEL TO TOP O OF OPENING BEAM, IF FILLED SEE NOTE 5 Bx8 PRE -CAST C LINTEL W/ (1) #5 LENGTH OF BAR F MASONRY OPENING -7' BEAM DESIGNATION OR rf 8x8 PRE -CAST C L SCALE: 3/4"=l'-0" LINTEL, W/O STEFERTO PLAN FOR LO T— - 2x4 (MIN2X3)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 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN. EMBEDMENT 1114")8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE ,300 MIN EMBEDMENT i 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EX END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS I— SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL N BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 — sc 4"=,: 4"=1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3275D PH: 407-774.6078 FAX 407.7744078 www.abdosigngroup.com L AA #: 0003325 q p t o CCCyV C � a$ sUDD:v & I.OT: ABBOTT PARK LOT #37 BLK #9 PROJECT# 04181.000-37091 MODEL. 4EBB "1828—CALF" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C 12 D M 06/10/20 sCALM 1/4"=V-0" B*Er" S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/7 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS 8 SECURE TO SM. W/ SIMPSON LTA2 USED TO g BRACE TOP OF WALL. N——- — —n-— Ia q p n 16 q q p q p q q N 3.1 MACH 4'0" LONG 21X SCAB TO TRUSS W/ 10d NAILS @ 8" O.C. 1p1 q (4tl" FROM EA. END) tl tl 1 I a®ate I a:e I 1 ti� I �a�:sassas��sa®as®a A aae:= I 1 I a TRUSSES 240.C. MAX. s�as:a I I I I �a I =a®a I szszo= 1 a�a I I I a® a asime as a : .mava aze:a�e:e I I I arum a � a amaY �% dos a �s s asX i I I I I I I I 1 awe aa.a..a� ate• ==�X I as• asz_k� I 1 sam>ia���q�, I• a®•= = m s e • a:ma�L�a�:�•:• aaa® I II1i a�aa:sis®af • I I I ' � I •z.a e�a�.®ate sae:aa®��saea�a�aa� I I I I I I �'r- 2m�as'r a aa.�.. I 1 ATTIC I =:a ACCESIL" aaa:a: e:a ®as:�.aaems� 1 I ate: 1 a,�ea� a.�: �A �is: ase�.asaasaaaad Al J A73 1 :®a •vaa:a® FRAMING PLAN SCALE: 1/4" = V-0" Lam' CA CJ5 L44i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774.4078 www.ebdosigngroupoom AA N: 0003325 J O a ABBOTT PARK LOT #37 BLK #9 PROJECT�r 041 1.000-37091 MODEIA 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C 2 DATE: 06/10/20 SCALE: 1/4"—V-0" s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFNVALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 1 Od x I }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20W B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNVALL/FLOOR TRUSSANCHORWITH NOTE; APT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1 /4" (4)1/"x SHEATHING (12)1 Sd x 1 }" NAILS TO TRUSS (9)1°d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER, PROVIDE 5" WI IOd NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEOOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT, USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE # 1900 UPLIFT (2) SIMPSON (16) 1Od x 3 }" NAILS TO GIRDER AND 6", 8" x W-O" MAY BE ADDED GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL WI1010d TO ADDITIONAL PLY MAX. TO 1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL }" x 2 }" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED WI 10d TRUSSES 4D 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (18) BIDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)18d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HO TO CMU AND (18) BOB }'x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i 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:2705 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 GIRDER CONNECTOR(S) " - 2a 2b 2C SCALE:3/a"=1'-0 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d G EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING z W/ 10dz12 HDG NAILS SEAMS) 0'-0" TO 3d-0" (1) "X" BRACE EACH ENO. TOTAL OF 10 30'-1- TO 60'-0 (3) "X" BRACE SECURE 2x1 PT. PLATE PER r rVATION (1)'W BRACE G CENTER TO BLK W/ 12" FLOOR (2) "X" BRACE DIVIDED EQUALLY Wl ANCHOR BOLT W/IG GIRDER 6'-0" MAX /1X4 (vV ) FROM CENTER TO END. WASHER SET IN HIGH 9R 10'4" MAX (W/2X4)) 2x WOOD FASCIA, STRENGTH" EAT MIN. 32" OC SEE ARCHITECTURAL MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 8" O.C. MAX 5/8" GYPSUM BOARD OR 12" HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH CLG. BOARD PLAN FOR LOCATION CONT. 2x4 SECURED W/ 'q MAY NOT BE (2)10d's Q EACH TRUSS SECURE TRUSS TO TOP PLATE W/ (2) N a I— REQUIRED TO BE INSTALLED 16d TOENAILS 19-0" O.C. MAX DOUBLE TOP PLATE HTT4 Wl WW A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12' NAILS TO POST., BOND BEAM REQ. WALL WI SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .4 12" GYP. WL. BD. y " 1x4 BTM. CHORD BRACING 6'-0" O/C ENO WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED WI (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END Li INTERSECTION TYP. c BTM. CHORD BRACING 7 SCALE: 3/4"=1'-0" PRE-ENG D TRUSS GIRDER/WOOD POST CONNECTIONS V SCALE: 3/4"=T-0" �°• 5 SCALE: 3l4"=1'-(7' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE -* SCALE:34"=,'-°" (NO UPLIFT) NOTCH DEPTH I/4•D HOLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING < 2/5"D SGL. STUD OUTER 113 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 (F7 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" 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 H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl , AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE ol SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5"D DBL. STUD STUD NOTCHING NOT USED ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" NOT USED 10 11 SCALE: 314'=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774.6078 FAX 407-7744078 wwwabdoeigngroup.com L AA 0: 0003325 b 5 BtMDIV. & LOT: ABBOTT PARK LOT #37 BLK #9 PAOJWT* 04181.000-37091 MODEU 4EBB "1828—CALM" GARAGE 8WrNG- RIGHT PAGE: DETAILS %160 MPH EXP. C DluNT A 06/10/20 8CA=: 1/4"=1'-0" MIKEET s3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 6 TRUSSES) 0'-0' TO 30'-0" (1)'7(" 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-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE �fENGINEEREO "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIANNECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d WOOD GALV. COMMON NAILS. 4" O/C, 1x2 SECUREDW/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12" O/C AL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:314"=1'-0" VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS- 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL STM. CHORD BRACING, SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BILK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'4- O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdamigngroup.com AA P. 0003325 V C SL7HDIV. AC IAT: ABBOTT PARK LOT #37 BLK #9 PROJECT# 04181.000-37091 mol)zu 4EBB "1828-CALL" GARAGE 81IING: RIGHT PAGE: DETAILS 160 MPH EXP. C 12 . 1 1 %1 m No am DATA 06/10/20 SCALE: 1/4"=1'-0" SHEET s3.1B w 41 q GABLE -ENO f_:� L " ROOF WIND DESIGN PRESSURES 10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A"= 4'-W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: N APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DU 14RAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 516 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK Sd RING SHANK, 2 112" 0.120" 170,000 (1g20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNA710NAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHNG USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SWANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 'v CGll J Z W Z 0 W Z q U c a z a co 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. 2 Cl LL U CO b J rn z . TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS-� ROOF SHEATHING NO 11IMM i[ll M III ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS ' 0 6" O.C. IN FIELD ITYP. EXT. SHEOPING 3H . TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6sjN FIELD J1 TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBER GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 8th EDITION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 6WI31ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 W 20 psf TOP CHORD-IgO-COnOURent 10 psf BTM CHORD +wn-wncurtent DEADLOAD DEAD LOAD 18 paf TOP CHORD 20 PST TOP CHORD (7 per wV ASPHALT SHINGLES) (10 p9f W/ No GYPCRETE) 10 paf BTM CHORD 5 PST BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpSf BALCONY LIVE LOAD 60 pef STAIRS LIVE LOAD 40 par WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C. RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pSG UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pSt, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) AND DECKS: 40Paf, GUARDS AND HANDRAILS: 20OP11, GUARD IN -FILL COMPONENTS: 50pof, PASSENGER VEHICLE GARAGES: 50PSf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30par, 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 pat, f 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 D-1567. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE N". WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARKER MEMBRANE UHDERALL SLABSONC+ROUND WHERE INDICATED ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS, SEAMS LAPPED S INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0A2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 ALA' OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61h EDITION, SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH, AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM AIRS, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED V-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 80 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 ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 95 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 MANUFACTURE FROM STEEL T S D MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPUWTCA 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 AS8.1.1882. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & 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 70 MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE S/TMS 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-W, 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 70 BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR Nl-WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C478, 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 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" 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. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO•TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 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 SKALL 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: STH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 38 kol FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING $HALL BE ASTM A500, GRADE B, = 46 kal. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS BE THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED TO- PRIOR TO THE ADDITION OF PLASTICIZER. METHNDER THEBOLTSWITHWASH-NUTERS INACCORDLL NCE WITH BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIR13en OF ACI 301 AND ASTM C-940R MEASUNNG, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHKL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMWHEN WATER IS ADDED TO THE PAX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE NESPONSIBNTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE A80VE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENRY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-1/2'FOR AAND SMILER 2' FOR 08 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR SUCK FASTENERS FASTENER APPLICATpN b12E TYPE SPACWG PET.IAW6 APRIGATpN s� TYPE SPAC0IG REMAPK9 1"2PTFURPoNGTO CASE HARDENED QVL 0, ---EDOOR- 1/4'Dw. tAPCON MASONRY B, 11?EMBED., 1"E--1., MASONRY/GONG. NAIL I -LONG. TO MASONRYIOONC. NO WASHER FASTENER 11ITEOGE019T. 9G0. AL.EM. D000.9 CA9EHAROENEDCOx O'OIC WWDOWAXIpe FASTENED GARAGE DOOR BUCK 1l2'01A W/ EXPANSION BOLT N'QC PEMBE0., 1'ENDOIST., to Pr SEE NOTES NAR 11?Ld00. aTAOOEREO INTO MA90NRYA%INC, TO MA90NRYKX]NC. WASHER 3^Sof#dBT. WWDow eucK CASE HAROENEO COX TIXC WINDOWIOOOW-TENE0 METAL ST_To CONTACT THIS ENGINEER FOR SPACING tx PT, SEE NOT£B IUIIt TIT LONG. STAGGERED INTO MAsaNRr/coNc. MAsoNRrrcar+c REQUIREMENTS EM.9WWODWR BUC .SEENOTEE (2)Y1- NO -ER - F.1- IY WC ,WEMBEO,CENO- DIP., I- E.. DLNT. NON+iEMING WOOD WALL TO CONC. SIA9 1/Y EXP-- 1"ELtlx:D.PEtO W/WASHER BOLT " DIET., 3"EDGE-T. 3 PT WINWW BUCK 0.13B'PAFA2IA" YO'C 4"ENO, DIET., 111 PT TOSTEELCOL., SEE NOTE 0 WI WASHER STAGGERED EOOEDIST. 110 iSTAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 A 8 a i Q • ryy 6 O C gg FPROABIBOTT D:v S. 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