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Home My WebLink About7963 Sail Clover Ln99 �� 1828 0 0 -4EBB CALI HOMES ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW ELATE FEB 2 3 mo CITY OF ZEPHYRH{LL PLAN EXAMINER 12602 TELECOM DRIVE, TAMPA, FL 33637 T4sl: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .)� I�NI�IDDNi CO 4 ABV. DATE DEWRPITON • •AIL Ii1CAL AND STATE AU ORZwit, A ST ABOVE WV. LAVATORY A/C AIR USTABLCONDITION IN6 MUM. LUMINOUS ALT. ADJUSTABLE M.C. MEDICINE AM ALTERNATE MFR. MANUFACTURER VJ*M CDg 0 ARCHITECTURAL SHEET DESCRIPTION M(� I�Ah DR HORTON HOMES 12602 TELECOM DRIVE .00CUPANCY - R&SIDENTW, GROUP R3 -CONSTRUCTION TYPE - VB AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. MOUNTED cne. CAABI�NiET MTLINE M 4 METAL PG CI —COVER SHEET PG GN-GENERAL NOTES 01A6A5 COS RE -WED 04110 0006 ELEVATI" ADDED TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • 10. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH VBBd=124 MPH pyp ��p •EXPOSURE — C •I -STORY RESIDENCE - CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT• CARPFI P.B. PUSHBUTTON CPT. CERAMIC TILE PH PHONE D. DRYER PLT. PLATE DEL DG DOUBLE PLY.AaED PR WD PAIR PLYWOOD DUAL PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN 0346A5 CD'SIE-I5 = 04A9n6 FOOTArGREVEIONPEKhL0oUE8 CW14 CDBRE-SOLED 02AIft ADDED CMK58FOOMATr'ARWDETAIL (FM "rM WMAS MANMANTENNNM •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURE TREATED PG Ml—MECHANICAL PLAN AND STATE CODES DIM. DIMENSION R. RISER DSP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR (RILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM pW. DSHWASHER R.O.L. DETAIL . ROS LJD OPENING EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EX& EXHAUST SHTHG SHEATHING EXT. EXTERIOR SHWR SHOWER F.GFIXED GLASS ST. SIMILAR F.G. FUEL GAS sL SLIDING FM. FLSITOOR SL. SLIDING GLASS FLR FLOOR STD. STANDARD 03MM PNeYM LNTEL 512E AT FRDNT ENTRY Done PG Dl -DETAILS PG D2-DETAILS PG PG D3—PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 004115 ADDED ADDITIONAL RECEPTACLE N GAR60E PER KILL BATSON (I'ELBJ SQ.FT. CALL. S 004)g REVISED WAG VOLLM ON 8W CALL SCHEDULE (MELD) 06/RAs ADDEDEKTERIORMOWDEEPR)OTEWDETAIL12MA(CRL1 LIVM I,920 SG. FT. °dR"6E 430 ba FT. ENTRY 16 fIa FT. LANAI w $a FT. TOTAL Y 9t 2 BQ FT. 06RUIS ADDED LED Ll5M a KITG'EN 4 DATN PER MARK DOM O'MM ADDED STONE OPTION ELEVATION C : D (TAMPA) Oyly19 ELEVATION G' SIDNG-ADDED LouvER.6ABLE ROOF 1OA5?j ADDED pp'(.W-C CEILWI FEK/NTB 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 FLUOR. FLUORESCENT SWS SHEAR WALL FP DEL FOOTING'°°°R TEMP. SECTION EDGLASS PG WA6-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 Fax: (407) 774-4078 GA. GAUGE THIC THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TO AB OL. GLASS TYPTYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG Sl AA —DETAILS PG 51.2—DOWEL PLAN H B. BD GYPSUM BOARD U.N.O.U.N.OHOSE BIB THER NOTED H.C. HOLLOW CORE V.P. VAPOR PROOF HD HOT.0 FIT HEIGHT W. WRY" MSUL INSULATION WD. WOOD TNT. INTERIOR WOW. WINDOW WATER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABnXN FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IHEARON Wij PG 51.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (As PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN TBIS DRAWING SET) ARE UNCLEAR AND IN NEEDOR EXPI ORDER TOO BUILD THIS PROJECTFURTHERGBASED ON THISANATION IN PG S2.IA—DETAILS PG S3 —FRAMING PLAN DRAINING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.lA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B—DETAILS CLARIFICATION. PG SN1—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.com L AA X: 0003325 1 0 F IS 4 g 0 WI BUDDIV as LO D ABBOTT PARK LOT #10 BLK- #7 pnozzimip 4 00-1 7 MOD= 4EBB "1828-CALL" GAIRAGM 81M90: LEFT PAOIL- COVER SHEET 160 MPH EXP. C Dw-M 12/05/19 8CA1Li": 1/4"=1'-0" ummm C1 GWRAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPL6ANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Ib EDITION, (2M7) .AND IN CONJUNCTION WITH ASCE 7-10. 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 R301.2.12. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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.&I: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-N INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.&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.28 GAGE (0.48 W SHEET STEEL V MIN. RIGID ON -META WC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3028 & TABLE R302.6: THE GARAGE SHALLBE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /84NCH 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'%4NCH GYPSUM BOARD OR EQUIVALENT. OnWORK 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, OWSITE 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, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTMD1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 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.' TIER 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 1.2D14) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUMAREA SHALL BE 8 FT . SO. PLUIIBg10 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'/.' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH NTH 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 SECTIONP2903. 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 P25D3.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINMES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12" 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-C1063-11A AND R703.7. FM REWTANT CONSTRUCTLON UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"GYPSUM BOARD.R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / 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. 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdosWV*up.com AA N: 0003325 p WU � a Ut F." IABBOTT PARK LOT #10 BLK #7 P14 8NOTL�I- 7 MODZIU U 4EBB "1828-CALI" GAP -ADS swlrtesGAP-ADS LEFT PAGZB: GENERAL NOTES 160 MPH EXP. C DATO 12/05/19 sCAIi: 1/4"=1'-0" SI m= GN !I 39'-B' - - o - ° - i It i - i � 11 1 t it ° m `!jl :.» - i TJ -, - M - L - o - i -12w4c-° -PER ° - • - CODE ME i - / `,:r - ■ i GAUGE I\� FOYER - 0 ME on i ME - E ° i J - °KEEL° °IEEIn �11 1 o1EEEEEI° �°IEEEEEIIo FLOOR PLAN SCALE: 1/4' ■ I'-®' SQ.FT. CALL. S LIVIIG 1028 SQ. FT. GARAGE 430 8G. FT. ENTRY 16 SQ. FT. LANAI 88 ea FT. TOTAL 2,362 Sa FT. DOMM BA�CWw Y paRsommma mm ME = WNW" IEIIIIE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWNG b 5 33/-43 M MIN. CRITERIA SGD. MIN. 41 5 31/-" CRITERIA 16" O.HD, t112 1 S I 282/-3L5 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT. -IL. EXP.-C, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONBICLDAIB C DBL. TOP PLATE 9 BAR DETAIL A E: V2'•1' NOTE. -2-8 LCUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 617E PUN. -OTHER OPENING6 DETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOM6-GORE STEEL DOORS NOT LE66 THAN 1 3/8' (35 MM) THICK, OR 20-MNM FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdmWigroupoom L AA N: 0003325 s O I 9%YBDIV. 89 LOT: ABBOTT PARK LOT #10 BLK. #7 Plt JLCCT - 7 MODRU 4EBB "1828—CALI" OA1tA0Z OWUMz LEFT PAO& FLOOR PLAN 160 MPH EXP. C ROLADD A ABODCHACRA L AR NO 93M A DA M 12/05/19 sCAXJc: 1/4"=1'-O" simmm Al ./-IB'-4' BLDG. HGr. FYPON LVI2X14 --'-----'-_------ OR EQUIVALENT --__ SHAKE SIDING AS SPECIFIED (TYPJ W IRMIZE ^� BAN(TYPJ \ S BAND (TYPJ b' TRIM BOARD ITYPJ b' RAISED BAND (TYPJ OPT.COACH LIGHT 8'-0' 5AG. HGr. MM LAP SIDWS AS SPECIFIED (TYPJ �- SWWsLE ROOF OFF RIDGE VENT FYPON INKTIDCII OR EQUIVALENT ARFAOFATDC 2%4 3M FT. NETFREEVEMATON AREA FEWWO :/ am REDIMEO VENTI ATIONAREA 2M AM 7M MYTIATONAREA A3O. INCHES PERFL 42" - .Ix72 5%I0L M. RECRARM Y0ffMTON .5M UX72 IN ZIPPER PORTION OF ATIK SR36 IK OFF MOEEVEwxAnON AREA . ILi9q IK P91V91T W35 im AErOFVEMS REMARFD - 493W ufOF VEN79 PROVIOEO s +AREA OFATOC 15THEMM11ROFTNE HOLE. u3—OVEMIAFIO EXIEMOROFWALLTO WMOROF NOOVB*MCdI as 16'Xb2' FYPO DECORATIVE EQUIVALENT5HUTTERS OR I I I I �. Ir® i l II Ion 4' RAISED RAND Mr.) -- _-- - ------ 0' 0 0'-0' FIN. FLR _o&-O' FIN. FLR I I - ----------------------� - FRONT ELEVATION REAR ELEVATION SCALE. V4 • I'-0' TEXTURED FINISH SCALE: 1/4 - I'-0' TEXTURED FINISH NOT& WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT W-O' BIRD. W.T. a �o 01-01FIN. FLR O'-0'FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE. V4 - I'-0' TEXTURED FINISH OFF RIDGE VENT �o �o �o s s 0'-C' FIN. FLR RIGHT ELEVATION SCALE: V4 - I'-& TEXTURED FINISH A DECO.= DTL. SCAL 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 ',. PH: 407-77446078 FAX: 407-7744078 W VW.abdesWWoup.com AA k: 0003325 t e b 4 Hill sumiv. a Loci ABBOTT PARK LOT #10 BLK #7 p ao"' 4- 007 MODZU 4EBB "1828-CALIF GAMAOR BWDM: LEFT PAGEh ELEVATION "DF' 160 MPH EXP. C Dic DwT 12/05/19 scALM 1/4-=1'-0- A2D ELECTRICAL LEGEND SYM^DOL DEFINITION NOTES GSV OmvT 2• APR• SIGN.! POLE Rev OUTUOT IIO'V Cumv N OP OUTLET Ie1ND To eIHTGW QP( IRO'✓OUTLET &OURyD m, PILL N1YSO 10 100 PAU ISMANT TYM E@ RIV GUTLET (4) LR CONlO71ON ENT. YATERPROOP SNOOD PALL? OUTLET NTEIRRL•1Y �'j aiuTGH SWTCW D-RAY OP'ER �4 SwTGW 44LMY OPne 1.-0 10ALL MOWED ' LMNT CELNG LAWT © LED C44 LOW ©vp LED VAPOR PROOP LOW O VP VAPOR M ON LIGHT Op 11 am eVE.n. Romm I GM PER Roe PT. uAloFIDI YYLISNIT 1 GM PM 0AL R. room (sm.&& Top o r ® 11. 2.0LLO MEM ARq#D ) T (OUPEL ACd FNTi AROUND 2' KANXESCEW 4' PLYCINCOIT p� r's—�•—d—... 3 4' /RACK LMHT O FvmL dill riam OS.D. 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PIYN-MORON PORGIMB 111e PORT • LOCATION OF N JACK& A PHOd OUTLET! 4 PAO TO OR VERPim a HOPOWE OR PAX-CONOTRIICTICN timall"a • ALL M 0 20 AMP aRATON GNCIUIS TO ON ARC FAULT PROTECTED PER ELECTIOGAL FROVMIOW OF Erd 2B APT Dm4 7ATm LMMORM e • GM a OLATD KNOT ON Kn041N C ICW) • DOEMNM OMCONlCT TO Y LOCKOUT N PANOL • EATNROG•1 EXHAUST PAN TO HAVE Pat CAPACITY OF SO Of" 114110 I TROT Fee KRGT MCAL PROVMIGO OF SECTION Ma101J1 PerAr rTH RaT1eH ' • LAUIDRf ROOM RECEPTACLE SWALL Y GIROI!'D FAULT GIICIAT•MTEItltllP1ER PROTECTION PM PERSON OL ON Poona • WOmms t•O/HCO SHALL Y NON MIALLIG CAe1 POR ELn:TRDAL PIROIMION& OF POOR rTN tee cum • AL LCOK TO COMPLY IM MACTIOGAL PIROVOWNS • V R OP LMNNTNG MJ•T Y 000&T OMtYiT 7YPw RY FIELD R VERIFY LOG. --------------------------�i COAC44 LIGHT ELECTRICAL PLAN SCALE, 114' • 1'-C* MTD. LWT TO ESE INSTALLED, PROVIDE J-sox FOR OPT. FAN W P Panel MAIN -A PANEL: SMGwpcdW d- VOLTAGE: I2D/24OV-1 Ph MAN: 150 Arty 1LCB FEEDER '. 3401 CuIHAN & 1.#a Cu (Cy in 1 12 C. OR 3.Rb0 AL THAN & 1-A8 Cu (Gj in 1 1? C. ova Peb IOr al wam Orma am* am Mr TW we. N2 1 ERbIIWRwwwontouo I 12M 111 1 ] 1 Ism. 02 2 20 hOdW POW fOw ] 4 . lmDl rMC.UA 36 2 AR PANEL -A PANE.: 42 at bl.e3N VOLTAGE: 120/240VAPh MAN: 150 Amp ML.O. FF]H)ER 3.41 CYTHAN & 1-#0 Cu (0) in 1 IW C. OR 3-#W AL TWM & 1-N4 Cu (0)1n 1 1F! C. WI- P.I. I 4raN1 I tl r w•W D..AWI.. w P. wA. #12 1 2C •Y Mm 1 2 am R.W so 2 a #12 1 70 Mrrr./N..O(a•I 1® ] 4 N2 1 ?0 m 4e0 wWWHWW 25 2 eta #/2 i TO N00 T B #12 1 20 MNn AFC, low a 10 12M .en A 1 N2 012 1 20 LAS GFl •Rw 12M 11 12 te0 Dbt.WwGFI 20 1 812 IA 1 18 FMl Rd I ErL tO A OW erh AMAM No 13 W NM %y GFI R 2 NO 014 1 10 Rea.1 .mwhAFC, TAG 15 1R eel 1 16 Al.liw VArOT, [deb AFa m 17 1R I= am 20 1 012 614 1 to 90ACA)AFCI wo to 20 ISM Q-CwwrGn 20 1 #12 *12 1 20JAH�Ll' /M.NIDn AFC 12M 21 ATa A 1ell7/20 N5Wh -AFa tb 1 N4 ..era. Ny 31 32 33 N 112mi60.MWA a 3e s AB 2 3/ 01NA W Oft "a 41 42 L.d.Wiwl t. dana. f.ta.amAMar/b. /1000 20N fold baMMwf.mre.faletlan/f- DomandFactorCabLdWons ABBREVIATION&: AFa: ARC FAULTC UW N I! R R NC: NOWCONCA26RLGAD M: GROUND FAULTNIERRIPIEA a bd-.d fear aaOD ' Rod 100.Oft a TOGS 1N00 ReW W vrb a 4pR 13M AA/ bW 1.Aa LOAD CALCULATION M EASED ON AIC NON-COMMiNT LOAD Carigtl larl.Lm. 33M •YI AW /2M.d1• W.3 GWNNIN L a R LDed Tm1 AMS P- 1523 GwNW Ib A Rw 3 W / R. 5484 K+1m 1 at atIW% I I e5 T.b1 Ki,a,Y .&R-Pwlb cm., Toth watt. Grovel LbA R-►.i.A E 517 I _ I I I I 1'-e• r.`• I LED LIGHTING ® SINGLE LAV. a BATH Q 150 AMP ELECTRICAL RISER NOT TO &GALE. GENERAL NOTES A. ULECIIOCAL MATnaAL& AND INSTALLATIONS SHALL Gt71'LR.Y L rw mimlo GAL PIROVISICNS OF no "lag" m17106L1]OOE LOCAL CORN. A/D ALL LOCAL PCUOR CarANT RSCLNn om IL ALL CG OLOTONE *WALL Y TYPE TW 4`n" 14'LESS NOTED orWEwNE. COMPAW P40M TO OD. I °• I I I I I I •o I i •L I I I I 0 I I M I I I I L I I — I LED LIGHTING 0 DOUBLE LAV. OIIR•ER'S OATH PROVIDE a m CU. TWN • 11r CL N 2' CCHOW OR e e1.O AL new • Ile CU N 2' CGNDWT. ((.CNMU TO TERINATE ABOVE &CRT a OvEP04ANW Comm"11014 EERNCE DMCO44lGT SORGW AND M ELECTING rem N WOU 20 WCLOMALE TIa1LPNolO SaRNCI G1aLE nI.SN810N IINTRAICE eL1Rv1Cs IINIRA/Ct EG1Ln,.Nr IItNRfNf INTERSYSTEM CONCO4 TO04NAL AT LOU VOLTAGE CONNOCTIONO 144 cu @Mm.`IC8 Gnaw Cowma m To CONCRETE ENCASED POORER STIE . PER 1x THE Esr&tn ON' CIA X S PT LONG COPPER CID ddWUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-7744078 wwwabdesigngmup.com AA #: 0003325 oil g sumzv. a2 L01! ABBOTT PARK LOT #10 BLK-. #7 P�amcz _ 007 MODRU 4EBB "1828—CALI" LEFT PAGM ELECTRICAL PLAN 160 MPH EXP. C 1� FMIT 12/05/19 1/4"=1'-0" E1 0 PLUMBING PLAN SCALE. V4 . I'-O' 2 vrR I\ 1 1/2' V2• � 1 \ 1 t 2% LAV i I I I 2 BWWR 1J V2 2 WASWER /I J ' KITCWEN SINK LLV 2' AUTO VENT irx 0 I V2� I I V2��2+j VY-� A-k I !�ws PLUMBING RISER DIAGRAM TO •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.ebdeskpWoWcom AA M: 0003325 all 8 Jill 0 g ISIMS atlsDz<►. 1k LOTS ABBOTT PARK LOT #10 BLK. #7 Plo "'t 0071 moDZU 4EBB "1828-CALI" GAnAaa DWMO: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 614ALL. DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS.. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL DE CONSTRICTED CF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC, AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED N ACCORDANCE TO FBC 6TH EDITION (20rl) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH MC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/EIMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL DE INSTALLED TO MFG. RECOMMENDATIONS AND P15C 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE FRONDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AlR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LM - RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR O THERMOSTAT m PA66-THEM AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONK. ATTIC W/ (2)-3/kr'X2' TAPCON6IDAIIR SW'1P60N LLB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB bXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED INSIDE SEMES NICKEL BRASS TOP CAULK P.VC OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP) FIN. GRADE OR PAVING SEE 6PEC. I'-e'X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ZEXT. GROUND CLEAN -OUT (TYP NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN .GALE, 1/4 . P-0' ]441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774.4078 www.abdes000up.com AA M 0003325 all i c gg aysnly rk Low ABBOTT PARK LOT #10 BLK. #7 0 4 arcs - 7 HGDZIA 4EBB "1828—CALI" GARAOR swnro: LEFT PAGM MECHANICAL PLAN 160 MPH EXP. C Tg D TM 12/08/18 WCALM 1/4-=1'-0- 81112= M1 2X4 TOP PLATE PRE -FAD TN 14' CLG BOARD V2' DRYIWLL Tv - SECURE ST. — PLATE TO GLAD RV 10d MASONRY NAIL • B2' Or - MAX FIN. FLR 2X4 WOOD STUD* 024, OC. GLAD .a I uvo OV ITIONS SUPPORTING HUNG PLUMBING R,ES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' OTC. OR, NOT THAN 2x6, WHERE ED NOT MORE 1 TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'-I'-O' FIBERGLASS SHINGLES OVER •!0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9al>'S.L1 ON J' OAS. SHEATHING ORI'CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS - MTL. DRIP Eom 2x FASCIA PER m T YR ELEVATIONS ON. A J VENTED SOFFIT j 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY y/a' GYPSUM BI OR 1/2' NIGH STRENGTH C.a BOARD 5- DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ ! 0- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-0' SEE ENERGY CODE FORME INSULATION R-VALUES REFERENCE STRUCTURAL --R-4.I INSULATION L WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS �Ir REFERENCE STRUCTURAL bt2 P.T. PURRING - STRIPS • 24. O:C. a' cm 1/2' GYP. WL ISD.- WOOD BASE — 0'-0' FIN. FLR j_ a. a. n W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.I3 ON a' OAS. 51 EATHNG OR 1' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V!' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' PIN. FLR r.-x-TYP. WALL SECTION NO OPENING NOTE: PER SECTION 505.1.1 - FOR ROOF SLOPES 212 LEbB T412 4 1—STORY HIP BLOCK WALL (2) LAYER:UNDERLAYMENTTO HAN SYST:,A EM IS REQUIRED. FOR ROOF SLOPES OF 4,12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 MD.�L LN U.'t'M s�FMGMLM •YPAL M w w 2B GAS LINE THRU BLACK yr r FIBEIS!%LASB SHINGLES OVER `3® FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R%ftJJ ON l' OAJS. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE I.-m. TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS AMIlDWAL 101 NRIIG+IL 11tICX " rr wr �CQOR s GARAGE DOOR JAMBS D1 SCALE:11/2'•1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS --\ STIFFBA,CK AT ALL UPRIdH PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS,— CONT. 2x RAT RUN SECURED PER-/� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/9' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 4' THICK, 2 COAT-l— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR • a . a, cm n W/ WINDOW OPENING N R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL .bd P.T. PURRNG STRIPS • 24. OZ. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER "90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.0 ON J' OAS. SHEATHING OR k COX PLYWOOD SECURED PER ®. FASTENER SCHEDULE TYP• MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CHU } 0'-0' FIN. FLR a -.. B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL .� SCALE, 3/4'.1'-& L441 N. RONALD REAGAN BLVD. LONGWOOD, FL82780 PH: 407-7748078 FAX:407-774.4078 wwwAbdoslLup•com AA 8: 000332b E M Q 0 g Stl3DIV. a LOTS ABBOTT PARK LOT #10 BLK. #7 R JWT — 07 MODE .9 4EBB "1828—CALL" GARAOM >ftODNG: LEFT PALM: DETAILS 160 MPH EXP. C DA 12/05/19 anu= D1 TO DLK W) (2) JOW A -DOLTS 4' Ll�m�■r�Y�■1wG E 2w10N FLAT TO OLK IW CUT N41LS. 2X6 d,ARAGE DOOR DUCK IW (S) 0 AND* A-OOLTS W IM ORDMINT MM Wl 2'X7 WASHER AND NO SPACED EVENLY FROM FLOOR TO GARAGE DOOR NOR. N JONTS PRIOR TO FILLMl 1.2X6 F? BLOCK • CaNER OF 18 DOOR HEADER EINI)A'XS' J-DOLTS 4. Mimm ma UVAND 7'xs70i' UHABHCR ®1HA?TEQ, IMF AN-momDWALLAdOO11104SICI TO MANJFAGTUR . WTALLATICK 14TRICTION5 U1 EM BUCK 96TRUCTICN6 ARE MORE STRNdW GARAGE DOOR 1 BUCK ATTACHMENT \QVtG1LF 'd 8' CMU Y)' DRYUTALL I.X4' OR rX2• P.T. NAILER bc4 P.T. OR %'X4• MIN. SECURE THRU FIRAME • EXTEND I -A' INTO BLOCK ElW) %' TAPC." (MIN. SHANK SIZE JO HIR HEAD SIZE 300 MIN. EMBEDMENT I-Ys' WITHIN 8' OF EACH END 4 IB' Or- MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLOCK +3/4 OR +5/4 A B 0R + A +3 5 4 6CALE, N.T.B. 2X4, m SECURE TO BLOCK W) 11%' TAPCONS OR (MIN. SWANK SIZE .145 MIR 14EAD SIZE 300 MIR EMBEDMENT 1 Y4) WITHIN 6. OF EACH END t 16' O.0 MAX SPACNG. 2X6,= SECURE TO BLpPK W/2-%' TAPCON5(MIN. SHANK SIZE 30 MIN. HIEAD 61ZC&V MIN. EMBEDMENT I Y4) WITHIN S' OP EACH END t 8• IV Or- MAX SPACING. K. SECURE TO BLOCK W/2-Il(6' TAPCONS (MIN. SHANK 812E U48 MINI. HIEAD SIZE 900 OOR MIR EMBEDMENT I Y4 ) WITHIN 6' Q EACH END t CMOOR CASING r JAMB OR WINDOW TTAGH TO 2X PER MANUFACTURES DETAILS, 16 Or- MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1//x 1► TD IiIDCK +1-1lE" 2X4mo SECURE TO BLOCK W) V TAPCONS, (MIN. SWANK SIZE 145 MIN. WEAD 61ZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 16' Or- MAX SPACING, MOT BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W!J-Wb' NON-STRUCTURAL TAPCONS TAPCON MIN. I Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT 1 Y4) • DRYLLIALL WITWIN S' OF EACH END 1 IS' C. MAX 6PACING. ❑ 'X4. OR I'KU' P.T. NAILER 2X6,® SECURE TO BLOCK WR-11(6' 7(6' ObB. X 4' MIN. TAPCON6 DOOR CASING (MIN, 614" SIZE .145 MIN. MEAD SIZE 300 DOOR JAMD OR WINDOW MIN. EMBEDMENT 049 ATTACH TO 2X PER UJT14N 8' OF EACH END t MANUFACTURES DETAILS. 18' D.C. MAX 61PACMG. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +-166 1 / z\ 11BID01I TO BLOCK +11 5/ Sp' 6CALE, KTb. 2X4,m SECURE TO BLOCK W) Wb' TAPCONS (MIR SWAI'K SIZE J45 MIN. HEAD SIZE .300 MN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END t NOTE: STRUCTURAL 2X IS' O.C. MAX SPACIFKs. MUST BE ON OUTSIDE 4 2X6m SECURED THROUSM SEGO BLOCK WV2-%, NON-ST AI_ MINI (MIN. 8WA K SIZE .14! EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIR EMBEDMENT I Y4)ITTAC44 G�11WITHIN 8'OF EACH END 1DRYWALL IB' or- MAX SPACING.X4' 2XSs OR DO* P.T. NAILER TO BLOCK W12-TAFYCONS CASINGSECURE (MIN. SWANK SIZE J48MIK W EAD SIZE 300OOR JAMB OR WINDOW MIK EMBEDMENT 1 Y4) TO 2X PER UXT14IN 8' OF EACH Elm 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2 ��4` in1 NDfDOR . TO BLOCK +2 1!4' 2X4s SECURE TO BLOCK W1 I)(r' TAPCONS (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 MIN, EMBEDMENT IV) WITHIN 8' OF EACW END t X NOTE, STRUCTURALOUT22IDE B' OG. MAX BPACOJG. MUST BE ON / 2X6m SECURED THROUGH NON-STRUCTURAL Vo' SEA BLOCK WR- 'TAPCON MIN. I-Yi (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 • CMU MIR EMBEDMENT I Y4) DRYWALL WITHIN VEACH END t 'X4. OR I'X2' P.T. NAILER IS' C.C. MAX SPACING. a2X&m SECURE TO BLOCK W/2-%' TAPCON6 DOOR CASNG (MIN SWANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WIT411N 8' OF EACH END 1 ATTACW TO 2X PER 10' O.G. MAX SPACING. MANUFACTURES DETAILS. WI6 w« r,so n.we.wsme wr.®.ai DOOR JAMB TO BLACK +3" E SCALE, N.Tb. 2X4m SECURE TO BLOCK W/ W6' TAPCON6 (MIN. SWANK SIZE J45 MIR HEAD SIZE 300 MIR EMBEDMENT I Y49 WITHIN 6' OF EACW END t NOTE, STRUCTURAL 2X 18' Or- MAX SPACING. MUST BE ON OUTSIDE • 2X6m SECURED THROUGH SECURE TO BLOCK W(2-%' NON-STRUCTURAL V TAPCONS(MM. SHANK SIZE TAPCON MIR 1-Yi .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIR EMBEDMENT I Ya')IATTACW 6. CMAI WITHIN S' OP EACH ENYj• DRYWALL I6' O.G. MAX SPACING.1'X4" 2XS,m OR 170' P.T. NAILER TO BLOCK W/2STRUCTURAL 2X SECURETOSECUR? TAPCOIJ6(MIN. SHAANC MEMBER J45MIK W!12A2d WITHIN 8' OF EACH HEAD SIZE 300END 4 6' TO 8' O.C. MAX MIK .EMBEDMENT IY4')OOR CASINGWITHIN 8' OF EACI EFIDOOR JAMB OR WINDOW 18'O.C. MAX 6PACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" SCALE, KT.S.BLOCK +3" 2X4m SECURE TO BLOCK Ul4'4 TAPC,CWMK SWANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 6' OF EACH END t MUST BE ON OUTSIDE 4 " O.C. MAX SPACING. SECURED TWROUGW 2X64m NON-STRUCTURAL V. SECURE TO BLOCK W11-1/4' TAPCON MIN. I -)A'* TAPGONS(MIN. SWANK SIZE EMBEDMENT INTO MOCK J45 MIN. HEAD SIZE 300 6, c"i MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 IS• Or- MAX SPACING. � 'X4. OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK UVI-V4• 7(6 O.S.B. X 4- MIN. TAPCONS, (MIN. SWANK SIZE .145 DOOR CASING MIN. WEAD SIZE 300 MIN, EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER IS' O.C. MAX 6PACMG. MANUFACTURES DETAILS. ne,6 wN r,®o ro nue W� toonel oe6eiv DOOR JAMB TO BLOCK +3-T/IB' 1( 7T) BLACK +3-7 C' SCALE, KTb. 2X4,m SECURE TO BLOCK WA TAPO" (MIN. SWANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' EACH END 1 MUST BE ON OUTSIDE 4 16' O.C. MAX SPACING. 2x6,m SECURED THROUGFI SECURE TO BLOCK UYI-V4• NON-STRUCTURAL V TAPO" TAPCON MIN. I-Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIR HEAD 812E 3" MIN. EMBEDMENT I Y4") 8' CMU WITHIN S' OF EACH END t Yj' DRYWALL IB' OO MAX SPACING PX4' OR I•X2' P.T. NAILER 2X&a SECURE TO BLOCK WI-V4' ' P.T. X 4' MIN. TAPC" CASING (MIN. SWANK SIZE J45 MIR WEAD SIZE 3" MIR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' O° EACH END t TTACW TO 2X PER IB' O.C. MAX SPACING MANUFACTURER DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4' H R H +3 A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX:407-774.4078 www.abdesWNgroup.com AA 5:0003325 AliE u O p e � 1straasv. ae LCA2N ABBOTT PARK LOT #10 BLK. #7 11,11T6 4 0-07 MODBILe 4EBB "1828-CALL" OARAGR 8Wn90s LEFT PAOR: DETAILS 160 MPH EXP. C DAT 12/05/19 sC.%=: 1/4"=1'-O" alms= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 1732S.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MIWINDOWS&DOORS FIXEDGLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL153S3.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2027 FBCR 12/31/2020 FL 30758.2 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 22/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 1326S.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 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION( BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 .1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774-4078 www.abdesWiWoup.com AA N: 0003325 all o il aumty (116 32 ABBOTT PARK LOT #10 BLK. #7 PnDJWT 04181.006-10071 >►coasi. 4EBB "1828-CALI" OARA03 1111MU : LEFT PAO& PRODUCT APPROVAL LISTING 160 MPH EXP. C LI N A AJ1 NO BB723 DA' 12/ 11 SCAM 1/4"=1'-0" 81111= D3 PREFORMED CONTROL JOINT� M-4m E OF CONTROL JOMTS Td Ee MIND TIED TO LAILI . Y O7. MAX (VERIJ NOTE, DO NOT PASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS CEYOND EXCEPT STAPLES IV 6iOtl��coN LOR JOJON? 0I01UU40 INSTALLATION -, FAST@IERS To et M•At�D--T • 1. OTC. 1'IAX VERTICALLT j' TUOG I COAT CEMENT PLASTER UAm LAYER V. FORMUM DWLDNfI PAPER APPROVED METAL LATH FASTENED 41' (VERTJ OD. MAX AT SUF4-ORTS WRIS LAYER % STUCCO WRAP WOOD SMEATMMD \ LATH SHALL NOT arsriOeiM OE OONTUUUOM 6•ro.' )rmr TMSOUSH CONTROL JOINTS SHALL SIE STOPPP" ED AND TIED AT EACH 6= PER ASTM CI666 FRONDS 7X4 EL.000I40 T'O'u PLACED FLAT MAX. V TO V Aw CONTROL JOINT WHEN 020160E JOINT FALLS ON � 6TIWCTURAL 6TIA ASF I. FASTENERS FOR LATH TO BE NAILS OR I�• STAPLES N MCOr'IPLIANCE UV ASTM CW63 i 7. WRS TES TO 61E (NO. IS) 00410, on / I DLOCKSUS SHORN MAY E6 IN ADD( TO WALL STUDS REWIRED PER PLAN / O,FOLDwUIo.n.A "'IL4 n.A T. OMAN . n.0 AOEAW.n.0 O,POLO NMI(. n.A 9.asA.s.n.e • FOLD . 4I 4± ® 1—.1 NIMC. n.A L CISAM . I.T. e I. amo. F.T. 4. POLD Pr. C CNBR n. 6 TILL n. C TOUaN Barton FLAMM NA ram,. r 0 BOrtaY RAID WTR 1IA1R MAL FOLD.OQ Waco. IT THICK I COAT C@Tae PLASTER tPRAM14 Mr 2 O"T @BMr PLAN=taw (4a PEA RleMom AT Bw+nM A ROOF t a.orKTY NOEL APPROVED EUILDNS WRAP 6W1LL W LAFPED A MEE'AAT OF 4.4' SELF-ADFERM6 MEMBRANE 1 6' • VIRTIP.AL LAPS (ROLL FLASHNO (OO'U•ATIELE UV HOUSE 7� APD1)� 6' IF HORIZONTAL LL LATH VERTICAL LAP TO DE P APPROVED HOUSE ~. IO UIITN FORTER SFEM0 4TNTAPE U'Eewe) IFIM / P OR LESS P / \ M141TRATM / r MI L P METAL LAM \ X X Ou-r AND OVSK-4p cm son OF / METAL LAIN SELF-APHERM MB' IT FLA6HN6 Um LAYER L I r TSOC 3 COAT C�Ir STEM 6'fYCCO WRAP PLASTER METAL LATH YIlO LAYER 9, FORTU40ER / I WRD LAYER V. PORTPIDER �OWLDMS PAPER OWLDM6 PAPER WRe LAYER t 6T)cr0 TRAP INSTALL FASTENERS (GLIP6, (- WOOD SHEATFIMS 67RAP6. STAPLES) AS \ I REQUIRED TO 6EWU! P!E/ WRI TO Pmmm4m 2 SCALE. 1 u7R LAP Y• 6�� 6l06' SELF-ADNERIN6 P1111-111111146110 MLASMNS (0"ATEILE IW MOM M4P MIATERLAL.) OVER 4%4' SELF-ADMEIRtl FE'lWAH& PLASHINS OVER APPROVED MOUSE ~. FLA6Ml0 M2 0= O)70 hP! a STEP I'2 Wltm LAYER 9. FOIIITP l SW6DNS PAPER 1'EITAL LATH 65t6' BEEF-ADHIERWS I•EI'eRA1ST R.A6MU'tlM OVER 4�t4' S6P-AgERNi ME'lRME PLA04M OVER APPROVED HOUSE of 4'x4' SELF-ADFERM PIRM'ORANC FLASM4N0 OVER APPROVED MOUSE WRAP. akilmofforyff W CONT. READ OF SEALANT INSTALL APPROVED HOREYRAP AIR NRLTRATION 06#JMMR OVER SIEATFINS VERTICAL LATH & PAPER DETAIL WOOD STUit — SECTION PER SECTION R100.7 ESBMr11MIMa SIEATMN am e1nIrSY Ehxtel �wTdmP.Iwd Pmm. SIDE LAPS OF METAL mcILim ft fASTMC926612A, PLASTER GASES SMALL BE SEARED TO FRAMNI MEr'lERS. B UILON6 PAPERTHEY IMMstelleMion d exleriw 6Tt9 eidaankq SMALL GE TIED shell c Ply with ASTM C 188&12A WETU M SIfPORTOwm4 004lS-N (I71-HH) STUCCOWIRE AT INTERVALS NOTFew MOTE THAN 9' (776-M111 AS TALL MR ASTM PIPE PENETRATION DETAIL (FRAME. KICKOUT INCITE,Q Few" AROF?KARS HORIZONTAL LATH 3A N.T.S. IN�'LA1"E"E DETAIL MAY CE PATCUED 8t PAPER DETAIL UVIIOUSC WRAP TAPE PER MAMU. SPEC. OR PEEL A STOIC SOL MQQMM (t;.oa< WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP UPS A TAPE OVER ROOF/IUALL SCREED 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING L (NAIL TO ROOF DECK, NOT WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-S,41-05, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7744T078 FAX: 407-774.4078 wwwsbdestpgroup.cimn M S: 0003325 a� 11 MEN w m �e- Q 2 IIXI � S a 6 M sL7=DIv. a L402%: ABBOTT PARK LOT #10 BLK. #7 IBIEOJ=T 04181.00E-10071 MODZIU 4EBB "1828-CALI" GAAAGTB gVnNG: LEFT TPAGIM WALL ASSEMBLY DETAILS 160 MPH EXP. C BACKER ROD INSTALL 6' SELF -ADHERING 1`113'IISMANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGEb OF NON -MOVABLE FRAME OF THE EXHAUST. MQUE CE OF FLASHING TO BE, L,MQ=- 1 SIDES. 3 TOP VENT CAP 16 TO DC SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO Ab TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROIND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO %!LAL"DID S,Ys' CAULKING s JOINT PER SECTION R703.7 ExhWw WNng and�� Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply With ASTM C 1063-12A. WRB LAYER 1, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WED LAYER V, FORTIFIBER BUILDING PAPER UIOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-0% MIN. 25 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP A SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP A SIDES 0 DRYER VENT VENT (BLOCK) BUILDING PAPER — OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE- FLASHING(INSTALL PER MANIF. SPECS) BUILDING PAPER - UNDER 'QUICK FLASI A VENT PENETRATION SCALE, N T.S. ELEC. METE! VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEURAP FOR BOX INSTALLATION WRB LAYER 1, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EME APPLY E-Z OVER 60 MI GRADE 'D, FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC Sp vouis §A WOOD SHEATHING WEB LAYER 1, STUCCO UIRAP U+RB LAYER O, FORTIFIBER ■UILOING PAPER METAL LATH FASTEN TO tUO= 61`I111007UfAL IN It • I'Or- MAX I- [Cit[D 6' WIDC STRIP SELF ADH ROW FLAS141" CLEAN MA60NRY OEFOM APPLYINS V FNISH • MASON W ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WEB LAYER 1 STEP 1*1 STEP 02 WRB LAYER 1, STUCCO WRAP STEP #3 APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIR4P SELF -ADHERING vi RtMEMBIRANE F:LASWING `WEB LAYER 4, FORTIFIBER BUILOM PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL U L SECTION) ti METAL LATH STEP *S STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdestg%"up.com AA 5:0003325 Q sysD:v � sva� ABBOTT PARK LOT #10 BLK #7 PROJECTIH 04181.000-10071 WDDZU 4EBB "1828-CALI" F z OWI1IN G: EFT ALL ASSEMBLY DETAILS v.160 MPH EXP. C MINT R 12/05/19 1/4"a1'-0"A2 I O _J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO z CORNER BEAD (FASTENER 4 SPACIN63 ' 1' O.C.) N N W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 1TL � 7��CORNER BEAD 9 BLOCK 1441 N.RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWWoupcom AA 0:0003325 A. at yS r O swan►. aLOT: ABBOTT PARK LOT #10 BLK. #7 PMDJWT# 04181.000 7 moDzu 4EBB "1828-CALM" aARAOL' sMrMG* LEFT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP. C IqI pancr D&TM 12/05/19 sCAIM 1/4"=1'-0" simm" kk WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD &EATWM- WEAfllR RLWBTW D4RItl[R'I � i' R �816TIV6 , I FLU NERD i BTARTBR BTRP WEATHER I4lB818TIV! WEATHER RE8IVIVE RAPMER a � L e rQ LAGHM CRAM / IY�A71tl"1 MEI'eER OR APPMOVCDAL KBELAANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774.4078 www.abdoo4ftWoup.com AA 8:0003326 I; b Q 0 1 F-summ ac LOTr ABBOTT PARK LOT #10 BLK. #7 PROJWT,P 04181,000-10071 MOas:A 4EBB "1828-CALM" GARAGs BWMG: LEFT PALM WALL ASSEMBLY DETAILS 160 MPH EXP. C flTA7E OF FLORDA ROLAW A AR NO OFM , DATM 12/05/19 8CALM 1/4'=1'—O" 8!me= WA4- »---------------- -`------- - --- ------ ------- —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE I\ 1 —1/8' TEXTURED I \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a CMU / \ If V METAL FASCIA \\ WRAP Ys' FROM \ f STUCCO, I' FROM \ -------..------ WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) `\ NOTE: NOTCH FOR 2X6 \ \ \ \ SUB BAND ONLY ®ELEVATION ®PLAN A 1/8' TEXTURED PUSH • WOOD, 1/2' TEXTURED METAL FASCIA UIRAF' 2X& SUB BAND - c 11 c—ROOF KICK OUT REMOVED \\ FOR CLARITY -;-ROOF DECK (BEYOND) ;,DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU -2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%*x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x x-.:::.. x x x .•� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x. x. x x x x x x x x x x x x x x x x x x x x x x x x x .. . x x x x x x x x x x x x x x x x x x x x Y. x x x x x x x x x SUB BAND DETAIL 0 WALL W/KICK— OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1 i'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REARAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdestpgroupcom AA#: 0003325 � p3Q3� 0 cl a [!!VHDIV. 4r LOT: ABBOTT PARK LOT #10 BLK. #7 pnoamTop _ 007 MODXIA 4EBB "1828-CALI" OARAOL' SWUM: LEFT PALM: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ROLMD A. M ouCFIAm AR NO >i M 1D � 12/05/19 SCALt� 1/4-=1'-0" eI1ZET WA6 39'-W 3'3" 36'-r TOP OF �' SLAB — 1 — —M -12X12 — — — FM-12XIS — 1.1 � Foa! III SLAB L::4"CONC. 44010 '-0 10 � M-72Xi8 1 4" PVC SLAB 1 1/2* 1 I CHASE , \� TOPOF , SLAB I:2 ,, 4 I ' ; I I `, I I l x I I Io I �% Al 1510 5'-W I � I TE-1 b 1. I I. I tt tt +61n 4- 17'-r 2'-W I 3'-0" 5 I 1 I io � a I I EXTEND i 2 SLAB 11/2' 1.1 -- m FM-12XIB I�` ri 4" CONC 5 law SLAB I I I INa31n 71n �I 2 LL 3'<" b J LFMC-12X18 a FM-12X18 FMC.12XIS 1.1 1. L — FM-12Xi8 J 4 4 1. 2'-8" 18'-0" 2'-W 4'1" 3'-10" 10'-2" 21'-4" 14'-0" 39'-W 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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -0'-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 n" 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11, EINDICATED #5 BAR, BNDICATES #6 BAR, WDICATES 97 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 (05= 30", 06 =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,OOCPSF. TRANSFER REINFORCING (TOP STEEL)HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D)ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476GROUT(3DDO 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, Bth EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 WIA-1.4 OVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATKN4 WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REIW. T.O.F. LONG TE-1 8' SEE PLAN IT - s FM-1 Z(12 12' CONTINUOUS 12" (2) #5's + 0' FWIZ(18 ,r CONTINUOUS 18" 2 #5's P. FM-IOX18 16" CONTINUOUS 18" - ) FMC-12z18 it CONTINUOUS 18" - 2 s #5 IN CURB VARI - 4x24 4 24' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesW*oup.com L AA #: 0003325 Q i AWE a S� a aysDiv a: Loaf ABBOTT PARK LOT #10 BLK. #7 PROMWTIP 4 .0 - 0071 MODW&A 4EBB "1828-CALI" OwiRAas sw 40 LEFT PACE: FOUNDATION PLAN 160 MPH EXP. C pltmT DATO 12/05/10 MCALL': 1/4"=1'-0" Evil= S1 30" MIN. EACH WAY MONOLITHIC FOOTING ar Z STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED �—` ••^� CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR 312E AND I p LU SPACING REQUIREMENTS 0 U SPACING REQUIREMENTS N W P— .L.� 1�q. � _+—. GARAGE DOOR RECESS mU ao— _I� v -1'�F , FM W j O= U) Z 8" CMU WAIL O 8" CMU WALL 1 .. CORNER BARS, SAME SIZE AS BAR W w B, O 6 — Z 1• IN FOUNDATION WITH 30"LEG EACH d = b "•' N p• TOP OF SLAB 0 TOP OF SLAB .I' . WAY AT ALL CHANGES IN D RECTIONS �I SO THAT THE STEEL REINF. IS CONTINUOUS I o) N • , • • � ,~~ - V RI S .r , MATCH AMOUNT OF CONTINUOUS BARS ,71, • ��'I.". ?k- /'k MASONRY MASONRY � e EXT. PORCH SLAB &EE SLAB SCHEDULE BAR SIZE 4" CHAMFER (1-STORY) #3 • EXT. PORCH 8LA8 .;''/ YYY _ SEE SLAB SCHEDULE TOP OF GARAGE _ "�' e. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 7;p, AT ELEV: W/ 112° ISOLATION ^�' 8" CHAMFER (2-STORY) W/ 1/2' ISOLATION 4" CHA'MFER 1-STORY 0 JOINT (WHERE APPLICABLE) a SEE SCHEDULE N42" JOINT (WHERE. APPLICABLE) Z ,, 6" CHAMFER (2-STORY) ° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE #8 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GSCALE:3d'=1'-0 ARAGE 3 CORNER BARS DETAIL DOOR OPENING SCALE: 3/4'=V-0' SCALE: 3/4"-1'-01 LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARINGAV/ uI — I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED Oj NEW REINF. BAR S No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE Oa SECURED W/2-PART SPACING, SINGLE BTM. PLATE 1/2"x8' WEDGE ANCHOR W/r BTM. PLATE TO SEPT. W/FLANGE BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATESECURE BT. PLATE TO 8", UNO PLATE EPDXY 5-,l2' EMBED. MIN. 16" OC SLAB W/10d MASONRY R FOLLOW ALL MANF. = USP SPTH4 OR SPTHB BTM MAX. NAIL 18" O/C STAGGERED. iy SPECIFICATIONS FOR y � AND TOP PLATE ANCHORS W/ ADDITIONAL METAL = m USE AND 10d x 1 1/2' COMMON NAILS CONNECTORS NOT SECURE FLANGE TO H PREPARATION OF � FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO SLAB W/(4)1/4' X 21/4' TAPCONS HOLE. Z 10d x 3' W UPLIFT IS PRESENT. pZj b g SEE SLAB SCHEDULE EE SLAB SCHEDULE TOP OF SLAB TOP OF SLAB 4" CHAMFER (1-STORY)°6' CHAMFER (2-STORY)EQ. VEQ. EQ. SEE SCHEDULE EE SCHEDULE FOR WxD, BAR SIZE WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL $ INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:3/4"=V'W (NO UPLIFT) SCALE:34"=,'-0 SCALE:3M"=1'-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP 2 STUDS SEE d PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO p BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL a W 16" O/C STAGGERED. m U ADDITIONAL METAL v �+ CONNECTORS NOT REQUIRED WHEN NO 07 8" CMU WALL UPLIFT IS PRESENT. m ? +- " POURED LINTEL CONT. (i ? ) 8" CMU FILLED CELL (TYP.) TOP OF SLAB 3EE SLAB SCHEDULE . 2X WALL FRAMING WGROUTED SEE SLAB SCHEDULE 1/2'DIA. USP 725OSD BOLTS 5" MINIMUM EMBEDMENT INTO OP OF SLAB4• °ISOLATED" COLUMN PAD Ij.,� CELL, 4" FROM ENDS AND m CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX • • POURED MONOLITHICALLY WITH �- ° .� • _ S= FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .,i . 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. PAD BLOCK WALL CONNECTION 9 SCALE:34"=1'-0 (NO UPLIFT) aFM002Tjl[tNLGAND SCALE: �� SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, F192750 PH: 407-7744:078 FAX: 407-77 %78 www.abdaeWWoup.com L AA 8: 0003325 E y 0 �o Iummly aLoai ABBOTT PARK LOT #10 BLK. #7 PROJWT 81.00 - 7 HODzu 4EBB "1828-CALI" GARAOX errtxo: LEFT PADS: DETAILS 160 MPH EXP. C Dw12/05/19 *CALL': 1/4"=1'-0" **Me= S1.1A 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PN:407-774-6078 FAX:407-774.4078 www.abde&*Wouµcom AA N:0003325 gS� 4 susanF. a Lain ABBOTT PARK LOT #10 BLK. #7 PRO"" - 71 MOORU 4EBB "1828-CALI" GARAaa EWINO: LEFT PA0V. DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 114" = 9.0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK -GROUTED BOND BEAM • 'd . p CLEAN OUT REWIRED FOR INSPECTION ' 0'' FIN. FLR. ..A '. ;•4 TIE RTICAL REBAR .: 3 TO HORIZONTAL ... 'd.:' REBAR W/10'HOOK BAR SIZE 48 BAR DIA. Zx uj #3 jr g > #4 24" M U #5 30" #6 36' #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3�4°=1'-0' EXT. PORCH SLAB W/ 112' ISOLATION JOINT (WHERE APPLICABLE) 6' PVC CHASE — THRU FOOTING Z STEEL REINFORCING IN GROUTED 0. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W O C/o 8° CMU WALL M SCHEDULE �I_STORYI k-SEE SLAB SCHEWLE BAR SIZE48 BAR DIA 18' a OV CCHAMFER HAMFER #4 24' Z TCH STEEL #5 30' REINFORCEMENT 36' � PER SCHEDULE � SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE FOOTING G)jtfq JG REINFORCEMENT PER SCHEDULE #5 BARS P ��, CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 wwwAbdosQpi*oup.com AA #: 0003325 p 6 a 0 1ra umliv. a L01TBBOTT PARK LOT #10 BLK #7 rmcss - 7 mozonu 4EBB "1828—CALM" OARA M STID o: LEFT PALM DETAILS %J60 MPH EXP. C c DATgk 12/05/19 SCALM: 1/4"=1'-0" ! ive= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)10d x 1 l tr HOG NAILS. SMALL JACKS - 9' MAY BE NAILED W/ (10)10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. --BOTTOM OF LINTEL / T.OA =TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pe1J SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BI MASONRY 3000 8x8 1)16 N/A GROUTED SOLID "CAST-CRETEN SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SA PLFOAD � w SAFE LOAD -POUNDS PER LINEAR FOOT TYPE Mw W420 **SoI., 4P14w N-Am MUM TYPENU6 LENGTH �LENGTH LENGTH Asa rwa wwa rra ruel Aa as NIN ~11 rsu wwo rst-ts wws amps Y4" (�2: vgECABi 22I1 teanw 11I4rr=1Iw Y6' (�') PRiR%1NT 1026 W24 7NN N16' (�") PgI(ABT m 1w 4w ww am 70M M 4w nr wN aw ttlw tw rw um 4m 00 sae lestrII (4•") PRECAST 141M1wl 2m 1w tm etn r4r (4N� PRECANT 7NN 7N2 12EN 4•0 (48'(' PRECANT was 1m ra 4m 4wI 4w4O" 4w na ww am ttw aw wr s wa Owe wr ww1w 4'4' na ws1 4m 4a4 two 4t6` PR�ANT 002 2S1 /078 4'"6' �') PRlCMT+�nr rm wI 4w 47n ww 4is na wA awt Taw Nw 1Ia m7 m0 4w 4nt wnBs' (841 PRECAST 7217,w ww tw 3m 4w 64' lM'i PgECAET 411 411 74N 6 4' (M9 PRECAST a1I , zm 1w rw 1r, 4w ,w ml ww a as ,w w4 wr Nw rn tw r-,0, PRECAST t04Z Hr ,a! M, w0 7w NN &IT (701 PRECAST 340 320 616 8-10" m PRBCABT w 91N Mr 7w 4 let mi 430 f1 w ,w 110 rw nw ww 41M V4r (TB") PRECAST 00s tm 11" Itw w0/ 4w son �, (W) PRECAST GOT 72t 400 R4r � PRECAST w w, tm n" Iw wI ww 4w w I4r IIr ww am 1r, am T4' lNe'1 PRECAST 7tl r!' (W') PREGIST 491 6M a6! ra (BD') PRE�.AIRT mf 1 f MIN 1 M ow MR w Im im 1w 1w mu 1m r-P , PFECANT (+ �') Q64 w IIw aw rN sow sa tw •'4" d+r) PRECAST 22I Nu 200 v�" (112� PRECAST M w , I !Ir m Nw as M4 11w w w in as 1 m4 ra too n� PRECAST 4T6 w m tw s 1TII 71,II 1w I04' OW) PRECAST 2M 401 180 TOW (12n PRECAST w eN w 1 mt w ar 1m wl 1m w w ,w w1a ,w s ww 11w (Imm PRECAST 2N2 w w tw 1w NN w7 4w 11%4' (12N� PRECAST 2I0 40 1M ,1w pan PRECAST a4 m w Im to Im w w NN Iw w7 4w w w all /w 1n4w nw ,7O (,447 PRICAeT 32'7 w w1 NI4 1 we 1Iw 12'-0' (141') PRECANT 2u 402 187 ti4' n44i PRECAST 418 4w 134 w 1t 1w w w +r4 1m ww sw 00 w w ,1w I tit ms to 4' fROO'1 PRECAST 2w 4n tw W5 ww 1w wa ws Ixw (ion PRECAST 217 =4 110 1" (IS[") PRECAST 411 m w w w 1 am 4n 1m tw ww MO SW 1w 4w 4r w t1w tot 1 I w 14'4r ptro'► PRECAST rn 4" 1Is aw >m 140' (IM') PRECAST 10N 22N 100 W4^ (10) PiiECJ18'T m m w 7L w I im 4r td 1w all aw tm s 4% 4m rI tm U'4! (178') FRNIAFB� NA, w w w w w w w ,4'4" (17P) PREPTRL$� NA 2M Ni Wr (17n PRE m m 114 w w w r1 w w , a „n tIx 4r m 1w aw 1Iw 1m ITN 16'-4' (,64') PREBII� NA w w m 1w w w 1614 (iM') PRw1RE61® HA 2E0 a tr-r (+M PRwMNM m w m w w w w w m w tw 4a ro an no = 1w wa ITS (Ta"1 PRBQIREBBN NA w w w w Nt w 1714• PON') PIiNIR NA 1M M 1M' 12N:1 PAS w 71i m w 4w m m T41 m >! tot m tow m Be w tw Vol as wn 1N4' 12.,2'1 PRBYR NA w w w NR w 1V�' W7 P NA 14N O2 IC-4' (282') PRiN11Y1B® w w m m w 4r 4w w w N1 w 1 In Nil w 4r w tw tw 8a tIa 21 �' GM'1 PRE/1116NBm NA w w M w �'�" lam') PRE NA 196 tl 21t4 pBb') PRw1RHI® ,r w r4 m w w m w 4100 m w m w 11w w 3a w w I114 1w ws 274" pM') PRgi NA w w w w w w 2" Pp.) PREpt� NA t18 40 �'a PM') PR91R� 1A m tr m w m w w N w w m m w w 1a w IN as ,� uM 24'd PM'! PREN1RpIm NA w w w Wei PANII NA n M 241Q pM"► PRN1RMNp a4 Nt IM m w w w 4w AIM w m w w is w w w w ar mfR7 (N) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. -ALLVALUBBTAKEN FROM 'SAFE LOAD TAELEr BY CAITTCWTE MAY 201E EOTIYON -PREMU PRODUCTN BY ORERN70 MEETOREXMM VALUN STAY® MOVE -ALL PRE13ASTPRODUCTSARE TO IS INSTALLED PER MANFACIINIBR EPECIPICATIONS-PROMOE MP111M0OP IIAFUNG PANT EACH NOE OF VV AMOPENWO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-0ASTE-0RETE DIVISION ACCEPTANCE e: 18-0126.03 UNO, PROVIDE BBt WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. V-O', UNO. F-----� I � L — — — — — J ti 'ti •'i•i �!�!i .!i!i i!i!�!i!•!i! i!i!i0-ei i!ilil�i!i'_i 4'i!i i!i!i!i!i!i: .. . . . . . . . . . . . . . . . . = LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesWWouµcom L AA M: 0003325 E W 47 O sUNDIV as Low ABBOTT PARK LOT #10 BLK. #7 PR 04181.00 JmCT _ 0 7 moDzu 4EBB "1828-CALM" OAF."Z arUMI LEFT PALM LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=i'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #6 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. P� F = FILLED W/ GROUT U = UNFILLED IOMINAL VIDTH # OF #5'S, IN 2ND BOND ,BEAM COURSE ill/ B �„16-1 `T/1 NOMINAL HEIGHT # OF #TS, TOP BOND BEAM COURSE IT IS THIS ENGINEERS INTENT # OF #5 S, BOTTOM THAT XFXX - 1T/i M108 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/0M/0B INDICATES SINGLE BOND BEAM WINDOW _T PRE -CAST '3114." WINDOW SILL SLOPE 5 TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'-0" BOND E BOND BEAM 1#5 TYP. 8'k16" 6 BOND BEAM ,•'; xT� Bx16 DBL. BOND TOP OF BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM T W/ (1) #5 BAR .`; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR IN MASONRY LENGTH OF BAR = WIDTH OF OPENING _2" OR BEAM DESIGNATION 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (L1)REFER TO PLAN FOR LOCATIONS Tnc . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1416 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4'1 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 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING - 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL 5 SCALE: 3/4'=1'-0' L SINGLE 96 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PRATOVIDEACH SIDE its BAR STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3l4'=i'-0' 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaWWoup.com AA M: 0003325 b OL L au YY 1J¢1 O susaiv ea Loan ABBOTT PARK LOT #10 BLK. #7 41 P O '6 71 MOaar"A 4EBB "1828—CALI" OAJtAOa OWDFO: LEFT PAOM DETAILS 160 MPH EXP. C t V'C DATM 12/05/ie scALM 1/4"=1'-0" DIRE r S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)10d x 1 1YZ' HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)10d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2' HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). B. 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 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" 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. TRIM MANUFACTURER / ENGINEER NOM: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-774-4078 www.abdeaVigroap.com AA M: 0003325 t I O ( aysaiv ae L+OT: ABBOTT PARK LOT #10 BILK. #7 PUOJWT 04 0 - 007 340aa:e 4EBB "1828-CALI" OARAOR INWING: LEFT PA031. FRAMING PLAN 160 MPH EXP. C Dw12/05/19 SICALM: 1/4'=1'-0" origin" s3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/P/ALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) # 1176 UPLIFT USP 10d x 1 12' TO TRUSS. FL#176W PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR HTWM20 W/1010tl TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 'ROOFN✓ALL/FLOOR WITH (9)10d x 1 1/7 NAILS TO NOTE: A PT SYP #2 2' x 4', TRUSS AND (4) 1/4' x 2 114" 10d x 1 12' TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE 4' MINIMUM 6", 8' x 4'-0" MAY BE ADDED TAPCONS TO CONT DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE' CONCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, 3- POURED LINTEL OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO # 1800 UPLIFT (2) USP ,NOTE: A PT SYP #2 2" x 4", SHOWN) ACCOMMODATE GIRDER HTWM20 INSTALLED ON PRE-ENG TRUSS 6', 8' x 4'-0" MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR BLOCK WALL WI1010d TO OIC TO FACILITATE ONE FL#17680 TRUSS AND (4) 1l4' z 21/4' ADDITIONAL PLY MAX. TO (A) USP LUGT2 W/ (5)1/4k3' POWERS TO CONT CONTINUOUS BOND BEAM 1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WEDGE BOLTS (16) 16 GALV. NAILS TO POURED POURED LINTEL SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN) 2z SECURED W/(3),6tl (8) USP RFUS STEEL CONNECTOR WITH (4) GALE. COMMON NAILS. ENGINEERED WOOD 3/4k8" WEDGE BOLTS AND tx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (12) WS3 SCREWS FL#8223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED AND APPROVAL GALV. COMMON NAILS.NAJLS. IF 4 BOLTS ARE USED 1x2 SECURED W/ tOd MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8- EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT : U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBB (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TITEN 2 ANCHORS MIN. : B ALLOWABLE UPLIFT U:2430 LBS, L:1310L83 (2 STRAPS) 2" COVER 8 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1b TYPICAL ROOF � Q!)1a SCALE: 3�4"=1'-0' GIRDER CONNECTORS) 2 a 2b SCALE'3/4'=1'-0" GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 314' T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG, BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 1-STA12 20 GAUGE SEAMS) W/ 10dxl2 HDG NAILS 0'-0' TO 30'-0' (1)'X" BRACE 0 EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3)'X" BRACE SECURE PLATE (1) "X" BRACE 0 CENTER ' D TO BLK W// 12IA FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" GIRDER 6'-0' MAX (W/1X4) FROM CENTER TO END, WASHER SET IN HIGH �R 10'-0- MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY6" SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX. ff.ULEVATION 1z4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD P.T. STIFFBA O C PLATE W/,2tl's 8" 5/8' GYPSUM BOARD OR 12^ HIGH BRACING, SEE PLAN FOR LOCATION RUSENG ) ONT. 20 SECURED W/ STRENGTH CL BOARD V MAY NOT BE (2) 10d's a EACH TRUSS SECURE TRUSS TO TOP PLATE W/ (2) c4v a z REQUIRED TO BE INSTALLED O 16d TOENAILS r 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT16 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (20)16d x SEE SCHEDULE FOR 2z4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST. , BOND BEAM REQ. WALL W/ 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. + ' 1x4 BTM. CHORD BRACING V-0"O/C END WALL OR OTHER ° # < • )1. • i ... � . a MAX., OR 2x4 BTM. CHORD BRACING 10'-0' O/C MAXSECUREO W/ (2) I COMMON NAILS AT EACH CHORD END TYPE CONDITION, IF DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. 7 BTM. CHORD BRACING 6 PRE-ENG'D TRUSS SCALE: 3/4'=1'-0^ GIRDER/WOOD POST CONNECTIONS BCALE:3°''1'.0 5 SCALE: 3/4"=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE 4 SCALE: $/4"=1'-0" (NO UPLIFT) NOTCH DEPTH 114'0 OLEEDGE >5/8" USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING <215"0 SOL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES HOLE EDGE>518' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOORAND 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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/6'D DBL. STUD ILIMITS NOT USED NOT USED ALTERNATE MATERIALS 11 AND BOR NG 9 10 CALE1 1 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 W W W.abdookMoup.com AA #: 0003325 , gg I oil sumxv. a: Loa! ABBOTT PARK LOT #10 BLK. #7 P1l0Jsc' 04181,006-10071 MODM l 4EBB "1828—CALI" 0Alewaa slrlrr0: LEFT PAOs: DETAILS 160 MPH EXP. C DA� 12/05/19 scALm: 1/4"=1'-0" sS 3.1 A w I 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0- O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0' (1) W BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) W BRACE 0 CENTER (2)"X" BRACE DIVIDED EQUALLY STIFFBACKATALL IF FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WWD GALV. COMMON NAILS. TRUSSES 0 24.O/C, IX2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RATRUN 1T O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG''D TRUSS 1 W/ HIP RETURN SCALE314'-l'-(r PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS N-(r O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT WIT WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT OC MAX SECURE GABLE TO 216 P.T. PLATE W/ 12d's S" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) 0124' O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 0110'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3278O PH: 407-774-6078 FAX: 407-774.4078 www.abdeskgngroup.com AA M: 0003325 all E t � x O 4 Swan+ ae IA 0 ABBOTT PARK LOT #10 BLK. #7 PnOJlSCT 04181.00 -10071 MODEL; 4EBB "1828-CALI" OA1.Ada 8Waro: LEFT PACE: DETAILS 160 MPH EXP. C DA E, 12/05/19 •CALF: 1/4"=1'-0" •*fZZ T S3.1B OF s 4 w cASLE-Ero L A ROOF WIND DESIGN PRESSURES NET (GROSS) ASIDE 7-10 ZONE 1 = 2379 PSF (33.79) ZONE 2 = 3148 PSF (49.48) ZONE =67.16 PSF MAE) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:"C" RISK CATAGORY: ll APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 COX EXT. PLYWOOD, WITH S4 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4. O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA HANK TENSILESTR. SHANK 8d RING SHANK, 21Z 0.120" 170,000 RING SCREW SHANK PER INCH) 8d SCREW SHANK 2 1fZ 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIORSHEATHNNG USE 1/2' COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES W Y Z = U w d z J J �Dt .K n co TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER TRUSS RnnP SHpaTHINr. —_ ROOF SHEATHINGLAYOUT AND ENDWALL BRACING FOR GABLE END PRAMMNG Sd RING SHANK GUN NAILS N 6" O.C. IN FIELD: ` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS G 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12"O.C-1ty FIELD Jl TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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, 8M EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FORTFE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 ANDAISC 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 CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY Of THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED W CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE DO'OSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL E)POSEO EDGES OF CONCRETE ARE TO BE CRAMFERBD 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB50NGRDIROWIFERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS Of DRAWINGS. SEAMS LAPPED 8 INCHES AND SEAM WITH AOMrVETAPE ELASTICITY = 1.400 DDO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM"VVORK SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM 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 SWILL BE RATED TO RETENTION LEVELS OF 0.42 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 FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER ASIR 2017, SDI 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 02. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED X-0- OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INAOCORDANCE DESIGN LOADS: 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 ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pet RANDEVIEW. VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS 20 Pat TOP CHORD -TIO—WITSIII 10 paf BTM CHORD n00a0000rn01 DEAD LOAD DEAD LOAD 16 pH TOP CHORD 20 psf TOP CHORD (7 paf w ASPHALT SHINGLES) (10 PSI w No GYPORETE) 10 Psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 pat STAIRS LIVE LOAD 40 pat TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25' 06 BAR - 36' 05 BAR - 30" 97 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA, TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-CPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTED-W000 TRUSS CONSTRUCTION:, AND "TPVWTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =1m W" 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20 pelf, HABITABLE ATTICS AND ATTICS SEINED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 2DOpsf, GUARD INFILL COMPONENTS: 50Pat PASSENGER WITHOUT THE APPROVAL OF THE. ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pet, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION psf MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES- (ACI 530/ ASCE 5/rMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS Of THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "LISP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT M X SHALL HAVE A MAXIMUM 3/8` CONNECTORS' BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG, FOUNDATION SITE PREPARATION' FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2000 f FOOTING Ps TYPE 'M'OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTMG270. HORIZONTAL AND VERTICAL EXCAVATIONS AND SLAB SUB-GRADEYSHALL, COMPACTED TO A DRY OF AT LEAST THE SHALL BE TEND INTO THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MAXIMUM D 7, THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL D NCE WITH SOIL FOR TERMITE PROTECTION. BE CELLS TO BE FILLED. TFE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-O"RADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURALT9NACE SUB CONTRACTOR SHALL SUBMIT PROPOSED MX OEBGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PF40RTO CONCRETE PUCEMBRT. CONCRETE SLUMP STALL NOT EXCEED 5* 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MANG, TRANSPORTINQ ETC. CONCRETE TICKETS SAIL BE TIMESTA,iPED AMEN CONCRETE IS BATCH®. THE WA MUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINK POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THERE SA DRAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATWE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH TIE ABOVE REDUIRED CONCRETE COVERAGE OVER REBAR SHILL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENRYE TOSED TO EARTH (FOGJDATION91 B FOR CONCRETE EXPOSED TO EARTHNDIORWEATHER 1.1fY FOR 05 AND SMALLER Y FOR 06 AND LPfCHt C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR S X BAR NO. (48 BAR DIAMETERS}, U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kSI FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kSL STRUCTURAL PIPE SHALL BE ASTM63, GRADE B, TYPE E ORS, Fy = 35 ksI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUELE-NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THE-tNUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AfP _oN I 9PACINo REAV1fat9 APPLICATION I aMCiro I RE— t TFUPoiN010 CASE NARCENED COL GARAGE DOOR eJq( IN— TAPCON LN4OlRY 11rz`E—D., NEroOER., M/90NRY I CONC. NAIL I ICY LONG. 9•D'C TOMASONRY1 NC NO WASHER FASTENER 11R"EDGEDIET. SGD,K.IXT.DOORS CASE HARDENED COL e'OIC WNOOWIDOORIFASTENED GARAGEDOORBVCK Irz"O1A WI E%PANSIONEOLT 2A'OK: A`fMaEO.,"EGA DUST., I.PT,9EENOTEe NAIL I III LONG. STAGGERED INTO IMSONRYIDONC. TO I.NSOMYIOONC. WASHER 3"EDDE DIET. WNDOWBUC% CAREHAfDENEDCOIL WNDowmDawFAsrENm META E—TO CONTACT THIS ENGINEER FOR SPACING Ix PT.SEENOTES NAILI IISLONG. srAcaEREo INTO SWswxlWm wsONRYIcONC. REQUIREMENTS EXT.9WN000OR (2)3II99W TAPCON IIrz•EMaED,a•Ero. NON6F--WOOD " EIPANSDN VEMSED IEND SUCK 2. PT. SEE NOTE NO WASHER FASTlEA IVQC 05T..t trz' EDDE DIET. WN.L 70 CONC. aLAB W/WASHER BOLT 2�OC DUST., 3'EDGEDIET. 2z R?WNDOWBUCK 0.138•PAFe219` a`Do VEND. DIST, I I" 'To T T09NOTE GAL., SEE WI WASHER STAGGERED EDGE DIET. NOTE 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HLP X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7744078 FAX:407-7744078 www.BCdeNgngroUp.obm AA •: 0003328 IS q 8 A IS C a IFR tTmtLOT: y IlkBBOTT PARK LOT #10 BLK. #7 OJWT 04181.009-10071 moDulu 4EBB If1828-CALM' 0ARA0ZZ 8 IID k LEFT PAOl: DETAILS 160 MPH EXP. C PRENT DATO 12/05/19 IS mT SN .00 .. vp IR IV