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HomeMy WebLinkAbout8046 Broad Pointe Dr99 91828-4EBB-CAL19 MEMOORDINAN HOMES ALL WORK SHALL U1 MPLY 0TH CODES FLORID CODE, NATIONAL ELECTRIC OODE, ANDTHE C�I�HXNNIILLS REVIEW [)ATE FEB 23 CIS OF ZEPNERHILL PLAN EXAM 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . &1M= CWX ABV. ABOVE LAV. LAVATORY DATE DESCRUMON GM MM ( 7) gyp -A *M.. �M STAIN tliI MAW' MY eY Wl/CO AD AIR STABLONING LUMM.c LUMINOUS ALT. ALTER ATEE M.C. MANUFACTURER Er AMP ALTERNATE M£R MANUFACTURER �,AS CDgiS�D ARCHITECTURAL SHEET DESCRIPTION S 'f(RI �A� DR HORTON HOMES 12602 TELECOM DRIVE .000l1PANCY - RESIDENTIAL GROUP R3 TYPE — VB AMP. AMPERAGE MIN MINIMUM BD. BOARD M.T. MUNTEDRESHXD CR. CENTER LIVE MID. MOUNTED CAB. CABINET MIL. METAL PG Cl—COVER SHEET PG GN—GENERAL NOTES 0IA6)IB CDSRE-ISBIED 07AIAB SID94,'s ELEVATIGNB ADDED TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :CONSTRUCTION •YIl' CDR E+naLSII - B -BASIC EIIND SPEED — Vult=160 MPH Vasa=124 MPH '�03 _ :EXPOSURE RESIDENCE CLR. CLEAR O.C. ONTOSC GLR. CEILING N.T.S. ONCENTER cONc. CONCRETEPL eaoeERTVLINE CT. CARPET PA. PUSHBUTTON G.T. CERAMIC BE PPHONE D. DRYER PLL Y. PLATE DBL DOUBLE PPLYWOOD D.D.G.DUAL GLAZED PR. PAIR PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG Ei—ELECTRICAL PLAN PG Pl—PLUMBING PLAN OSrAfi6 WSRE-16SUED � �,REVISIONPER KBOWES ft4 CpT�RE. p 0ZA9A9 gppEp �FOOTERarGARALf[ETAL(FORTMYERB) CMAS CAS MAN MAKfENANCE •2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL DI A DIAMETER P.T. TREATED PG Ml—MECHANICAL PLAN AND STATE CODES DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS Up.AIR G ILL �a R�° RETURN D.S. DOWNSPOUT RM. RGDM D.W.DISHWADTL. DETAIL SHER S. . 0. SOIIDO REFXTDR EA. EACH S.D. SMOKE DETECIOR ELEV. ELEVATION s.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GJFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS St. SLIDING FE0. FINISH SSGLAss LR. NDDAARD FFLOOR STTD.0 STTAA 03g8gS REVISED LNTEL SIZE AT FRONT ENTRY DOOR PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAS —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. 04,74/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (FELB) SQ.FT. CALC.'S 04R4AS REVISED NVAC VCUI'ES ON 80" GALC W40XLE (PELB) 06MAS AD= 1EXTERIORMONODEEPFOOTER'DETAIL @/SI.IAIOFL) LIVING 1�28 SaPT- C.ARAGE 4W SCE. FT' ENTRY 16 Sa FT. LANAI Be Sa FT. TOTAL 2� 2 Sa FT 06MM ADDED LED LWTS • K:RCFEN t BATH PER MAW BOWES cimm ADDED 670E OPTION ELEvATZIN C A D (TAMPA) 09/IIA9 ELEvaTlaa G BIDNG-ADDED LOUVER ROOF ADDED OPT. ADDOPT. B'_g• CEILWS iEIGNi6' 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT sws SHEARWALL PG WA6—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FR. DR. FRENCHDOOR SFCTICN FT" FOOTING TEMP. TEMPEREDG3ASS Tel: (407) 774-6078 G". GAUGE THIC THICK GAR. DISE GARBAGE DISPOSAL T.O.C. T(N' OF CURB Fax: (407) 774-4078 T OP. TOP OF PLATE GFT INTERRUFTER RCUR T.O.S. TOP OF SLOB GL. GLASS TYP. TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG Si.lA—DETAILS PG S1.2—DOWEL PLAN GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSES® OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOT. ORIH HFIGHT W/ WITH INS INSULATION WD. WOOD INT. INTERIOR w xW WIINDOWAI xEATFR DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S21A—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lA—DETAILS PG S3.113—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM's IN WRTMN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWkgroup.com L AA M: 0003325 IL IL W 0 ma B%n DIV, ae EAT: ABBOTT PARK LOT #3 BLK. #8 PROJECT/ 04181.000-03082 aiODEL: 4EBB "1828-CALI" GAIItAGE 81 MG: RIGHT PAGE COVER SHEET %160 MPH EXP. C GEN m Nams 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .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 R3012.1.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER 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 ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MN. 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 R3025.1: 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13B INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 28 GAGE (0.48 MM) SHEET STEEL P'MN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R3026. THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/84NGH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN M INCH GYPSUM BOARD OR EQUIVALENT. srm want 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN S' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 3'-O' 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' TUBER 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 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. MNIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALLBE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MNIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUMAREA SHALL BE 8 FT .SC. PLU 6 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 W PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 EXTERIOR WALL OOVEF0198 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR ENMITIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e 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,112' 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-GIO63 -I IA AND R703.7. 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. R3027. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXiERIDR CEIUNGS 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) 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 w .andesoVoupmm AA 8: 0003325 J w obi 8C C � d `�ois ac lu (� 9 m y4 1u W 0 a a�ass BURWIV. Ac LOT ABBOTT PARK LOT #3 BLK. #8 PROZMCT/L 04181.000-03082 MODEM. 4EBB "1828-CALL" OARAOE EWING: RIGHT PAGM GENERAL NOTES 160 MPH EXP. C Q Dw� 11/25/19 scALN: 1/4"=1'-0" 81EMEM GN 0 0 o olp�lo � oIlIY1Y1�IlYlolI�1Y1YYYlo aY�I�lo � �I G .' O � RI�Y��IIo r __ -r. ollo p O i SO l to -6 O 0 o i ul' 11, O i L oIUYYYI'o!!o'JYEYYYo' olollo' o YYIo FLOOR PLAN SCALE: V4' • 1'-0' I�YYYYYYY�YII i�i1•IJILid�.G SQ.FT. CAM'S LIVNG TA28 SQ. FT. GARAGE 430 Sa FT. EN7W 16 Sa FT. LANAI S8 Sa FT. TOTAL 2,962 Sa FT. ODYOIBR A1D CLAOpq MD LW10/ BMC MD ED!OIt1E FOR1 EeC01D dBl! OTBNDI M0Ti1E IOWIE FOOTPA DOZE 11/1/41MDom 11011101111111 MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR BWONG 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 OHD. 112 S 282/-319 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT.-H, EXP.-C, MEAN ROOF HT. - 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMWDA10 TOP PLATE 9 M BAR DETAIL A SCALE: 1/2' • P-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIPY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS METWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 13W (35 MM) THIM OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w Abdeal igouP.eom L AA #: 0003325 u ww W w W 6 o S w O 0 � N aURNIV Z COT: ABBOTT PARK LOT #3 BLK. #8 PIROJECT# 04181.0 0-03082 MODEL• 4EBB "1828-CALI" OAIRAOE STIMO: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C V A A80937 L �.A J DATE: 11/25/19 aCALE: 1/4'=1'-O" s1gzZT Al . ............ � I1� �-mom - .��Ilimlllt�owl ��h.E_ �m����.R_ .�aNIMBImn�immi-ft- � -MEIN imum II LI I I I I II FRONT ELEVATION SCALE: 114 " V-®• TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS F'ER FFBCR R103A OFF RIDGE VENT 0'-0' FIN. OFF RIDGE T HGT. 3REAOFATRC 2WA SO. FT. METFWEVEN71ATION ARFAWWRED - 113m REOI➢REDVFNn1ATON AREA 73E Aw 7- a WENIRATION ARFA x SO INCHES PER FT. 41AQ = 2134.72 SQ. a6 MIN. REOI3REDVENTRATION = .Sx 113472 IN IPPERPORTON OF ATIO - 567.36501N. CLIFF RIDGE VENTILATION AREA = 2155Q K PERVENT 567.35/115 TOTA.OF VENTS WOURED 43LM IOTA.OF WNTS PROVHDED 5 =AIFAOFATTC ISTHE NtOFHHglb�SOVE6 EIERO0.0FWALLT0 ROFW NO OVMMNGSMNG INCIRI® �8'-0' BRCS. HGT. FE E OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH IF] m. �o m � ----------------'---- ------------------------ --,�0Y O' FIN. FLR. LEFT ELEVATION SCALE: 1/4 " V-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT F-1 of 4/ 0-0 F L.R'_- ----------------------- ------------------------- RIGHT ELEVATION SCALE, 114 " I'-O' TEXTURED FINISH 0'-0' FIN. FLR. '-O' FIN. FLR I I I I I a ® I I 1 I 14 'v I DECO. DTL. A SCALE: 1/2 " 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774-4078 WwW.abde kgngroup.wm AA #: 0003325 m y 4 W. W o n � Ell SVSDiv. ac W7, ABBOTT PARK LOT #3 BLK. #8 PllOJECT 04181.00t--03082 MODMI- 4EBB 1828— C ALI" GARAGE SW MG: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C lumcr Dw11/25/19 SCALE: 1/4"=i'-0•' S> A2D N>s ELECTRICAL LEGEND SYMBOL, DEFINITION NOTES -F-i DSV CUTLET 20 AMP SHALE POLE twv CUTLET IIoV OUTLET is OP IIrD To MWICH SON O4 MW OUTLET LIOI7D IgRb PAUL N gpUng, TAV"t 1lMSTANT 7YPD 22OV CUTLET m SIR! CCaEcICH IyI�I GFl EX T. BAT�ROOP VALET 4lR01eD PALL? 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CIT PROTECTION POW IO PUBS NNCIDT•NIERRPRR FEMOMEL ON FEEDERS • RWRNIG METHOD SMALL EE NON METALLIC CABLE PER ELECTRICAL FRDNSIONS OF P]CJR ATM 02 CNM • ALL NOW TO COMPLY NITM ELECTRICAL PROVISIONS OF M PICK ATN ID AAV. • TSi OP LIUUTNG MMT d LRi1KT LI71C�T TYPE PLN! a�V�B-s'-•"') Zen. biV. NDRON 1114.0c -------------- LAN CEILING I MTD. LIGHT ��� 'PRE WIRED LIVING ROOM TO BE INSTALLED, CLG FAN OWNER'S FIROVIDE I C.' \`0 F'RE-WIRED` SUITE J-BOX FOR I @r OPT. FAN I \\ I GLG FAN(: .� ty- PRE -WILD DINING :. CLG PAN ROOM I a 5'-6' 1 _ 1 1 SD. \ S% — — C UA6WT \ =L T — — — --__ L--- FOR flu CIF — — — — — — --- / I 0• I L GFI J GFl I L ---- L I I 1 �i 1 • 1 L -- \ / SINK I \T, LAUNr ------ PAN. _ GFI I I \ RANGE i - I GFI O GFI --- I BDRM4/ rt-- HOOD WIRE W/ I 1 01 CUTLET FOR I --\ FUTURE MICRO I I I S/CO C`. I PRE -WIRED BDRM.#13 — CLG FAN RAI FIRE-WRED CLG FAN \ 1 1 BQ. i GFI O V 44'AFF. GARAGE \ r-----� I DOOR L u BOLLARD AS REEL WALL MOUNTED PER BLDG. LIGHT W/SIUTCH IN CODE BATH If I ® I � ATTIC $/COI / GFI / ) ( CLC KEYLESS CUTLET BDRM,j / FIXTURE I \ \ IRRIGATION i ' \ 1 OUTLET w C GARAGE 48' APP. GFI Pl¢�-uxRED I CLG PAN I / \ ` ILA — �--------------------� ` OPT. COACH LICTHT ELECTRICAL PLAN SCALE: 1/4' • 1'-®' METER FIELD VERIFY W P Panel MAIN -A PANEL: OHOvM.,L bmOmf VOLTAGE: 120/24OV-1 Ph MAN: 150 Anp P&C.G FEEDER : 3-#/ CMTHAN E 1-S8 Cu p)e 1 Iff C 0R 3 S2D AL Tf NW 61-RB Cu (G) In 1 12 C. NIRe Pal• N19 Ot • W.Ib 0-1 clom I wmm I M aw pd.TWIG M2 1 a E.bPa kGRTa NO 1200 I 21 Ism. N2 2 20 ... P-ap lOm ]d 4 I 4 Sal C.U.A a 2 78 8P•ae PAPEL -A PANEL: 42 at bm9kw VOLTAGE: 120124DV AM MAIN: 150 Arrp PAL.O. FEEDER. 3#1 CuTHUM81-#8 Cu(G;)in 11?C. OR 3920 AL TH M81-IRO Cu(G) in 112 C. Om W.S. aw-w a w ►.l• win 1 20 Saar a 15W 1 2 N00 Rage a 2 a 1 m Iffi ef11•. wl Rm ] 4 1 m �APPFne. 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DMRAS F Caftwaftow ABBREVIATIONS: AFL: AItC FAULTCRWTMERRl1PTER NC: NONCONICOBITLOAD (ii GRWla FAULT PIIE0.RUPEI w La4 n,RM m a ..a rmr avm ' FbN tmm Wlhtlm'A lmm IOnneki rdbtl40A 1]IBO A,C I.a4 1A0 LOAD CALCULATION 13 BASED ON MC NON4DNLIDEO LOAD Caa•cM ime Wm. >010R Takl M a aA• f ]IO mb 1N.] a—nW Lbtlng $ RRqPlacb Load Tall AlG FM 1G28 Caxatl W A 0.m ] W f R. 5484 Hlhb 1 9R 9110016 65 w.1G ILW ARea CValk) CN>0 TaAla916 Grew Lk A Sac PaM A 9 s17 _ 5648 I I I � I I - I I La I I I I a t I ro I I I I L I I � I LED LIGHTING @ DOUBLE LAV. OLLNER'S BATH I •L• I I I LED LIGHTING @ SINGLE LAV. • BATH 02 PROVIDE "/a CL 11411114 • PS, CU N Y CONDIT OR 3 40 AL, THLN . PW CI N Y CONDUIT. ear TO TlRl1RYTe AeellE fi P • oVI]RNeNa.J 150 AMP ELECTRICAL RISER NOT ro SCALE. O O/ ETC N SERVICE DIBT SATCH AA40 D 4A W OBERAL NOTEA no ELECTR IC PETER INA ELECT ICAL MATERIALS I STALLATIONS SMALLwe" 2R AND E4C OSUM OO PLY WITH ELECTRICAL PROVISION', OF I E �iW EQQIBLOMM LOCAL CODE8. AND ALL LOCAL PQER G ALL COIC4=TOM SHALL BET 1 TPSNRNW UNLESS MOTI ' • ""' E2 o11EmUw- R•IROVM PJO ATP, 0"40 VOLT.1 FMAW SECONDARY ELECTRICAL SERVICC. PROVIDE !'I COPIER ICJ! N I-W" DIA SCEDULE So PVC CCPDUT OR PROVIDE ] SAS ALUMINUM TAU N 2" DIA iC1SDILE SO PVC CONDUIT UNLESS SERVICE , PROVIDED BY M ELECTRIC CCIAR. COORDINATE wTM M ELECTRIC COMPANY PRIOR TO MD. wrai oom 111014004 TERMINAL AT LOU VOLTAGE COSECn" 1 V CU SERVICE GROUND CO NECI'M TO C0NCWM ENCASED FOOTER STEEL PER ELECTRICAL PIRONNONS OF M PlIm A`yH Ell SUS" DIA X S M LOUS COFFER CLAD OWLI D ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Abdesoiipoup.com AA #: 0003325 RA $ IL "JQ m •D W [plillonwTip . to LOT: BBOTT PARK LOT #3 BLK. #8 04181.000-03082 1tODEL- 4EBB "1828-CALIf1 GARAGZ 871ING1 RIGHT PAGE: ELECTRICAL PLAN %160 MPH EXP. C DRMT w11/25/19 BCALE: 1/4"=1'—O" aIIELT E1 m PLUMBING PLAN SCALE: t/4 . P-C' TO 2'VR /I VTR KITCHEN // SINK UL 111 AUTO VENT 1 1/2� 12• �\ 1 I IR uc r' I IR'y TUB 2 I LAV { 3' 11, LAV I I 3' 2' I WC 3 3' I I 3• 3• 1111 SHLLR 2' L NWASHER 2' PLUMBING RISER DIAGRAM WAR V 1441 N. RONALD REAGAN 8LVD. LONGWOOD, FL 32750 PH: 407-7746078 FIIZ-7743078 wwwabdesWngroup.wm AA M: 0003325 � g IN O° !Y ti =WW W Q w O x aVBDIV. ac LOT: ABBOTT PARK LOT #3 BLK. #8 PnodIDCT* 04181.000-03082 moDaL: 4EBB "1828-CALL" GARAGE 8WnffG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C DA 11/25/19 scALx:1/4'=1'-0" siixxT P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON-GONDITIONED AREAS SHALL. BE CONSTRICTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SMALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TN EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20T) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TN EDITION (20T1) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO Be RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND PBC 6TH EDITION (20I1) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SMALL BE PROVIDED WITH BALANCING DAMPERS. IL 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 AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT CIA OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO GONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAF C8 UNIT SIMPSON WB ROLL STRAP ttt OR EQUAL CEILING O O EXTERIOR WALL PLENUM T 1 AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB f8XI 1/4' 8HT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY d REFRIGERANT LINES CONDENSER UNIT AIR HANDLER 1 CONNECTION TO PAD EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAIN COND. DRAIN 3/4' DIA OVER HEAD o 12' FROM STRUCTURE EVAM TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 34 11.4 HVAC DRAINS SCORIATED C NIKEL BRONZE FL.PL. FIN. FLOOR OR WALLCA. COWTERSUNK PLUG I�_6. - �SEE SPEC. �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J05AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.C. OPTI/SPEC nFL00R SLAB CLEAN -OUT (T FIN. GRADE OR PAVING 1'-81X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN� NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE RIPE. ELEVATION. �l MECHANICAL PLAN SCALE: 114 . P-0' II� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdeslgagro up.com AA #: 0003325 b Z W J p C � aa0 ss avl miv ee LOOT: ABBOTT PARK LOT #3 BLK. #8 PIROMWT/ 04181.000-03 82 HODZI. 4EBB "1828-CALL" GARAGE OWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE MR Put "6 PRE -FAD TRUSS I, CLG BOARD V2- DRYWALL SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' Or — MAX FIN. PLR 2X4 WOOD STUDS 024, oc SLAS NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.G. (a)TYP. INT. WALL ( NON- BRG. ) D1 SCALE: 3/4'•1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5J.1 ON &' O.S2k SHEATHING OR J. COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1,-0. TYP. OA $/8- GYPSUM Bf OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS zA PIPE THROUGH BOND BEAM D1 SCALE:3/4'=I'-V SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.Ll ON 0AB. SHEATHING OR } COX PLYWOOD SECURED PER FASTENER SCHEDULE uux re Ge.¢ eeoa rcw ars LG! a 26 GAS LINE THRU BLOCK GC.uW, vY.r•r FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSM.1.1 ON a' OAML SHEATHING OR k C )X PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER ELEVATIONS PRE-ENG TRUSS VENTED SOFFIT MTL. DRIP EDGE PRE-ENG. GABLE TRUSS WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT I STRUCTURAL DETAILS Ix2 P.T. FURRING STRIPS • 24' O.C. IR' THICK, 2 COAT PORTLAND 1/2' THICK, 2 COAT PORTLAND B' CMu CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY IR' THICK, 2 COAT PORTLAND CEMENT DIRECTLY TO MASONRY WOOD BABE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLIP _ _ 0'-01 FIN. FLR a . a 4� n W/ WINDOW OPENING n TYR WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE. 3/4 •r-o' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6'15l I'-0' TYR OH. A� "� r`oao oaaw .MnnanL rEwri... r*IO[ en aa4aGe A NAR eLIM.ura® TO Romw mOoticy A rwuer �K a GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805JJ ON j' O.Ss. STIFFBACK AT ALL UPRIGHTS SHEATHING OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE ON. PER ELEVATION 2x FASCIA PER IF ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS / VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRU88 INSULATION R-VALUES PER ELEVATION WEEP SCREED \ SW GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS n W/ WINDOW OPENING ti R-4.1 INSULATION DIRECTLY TO MASONRY WNIDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.G. lFl- Pr 1/2' GYP. WL. BD. CNIU WOOD BASE '-0' FIN. FLIP B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL .� SCALE, 3/4'.I'-E' 1441 N. RONALD REAGAN EIND. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.eom AA 8: 0003325 u NU W a, o c 9umm Z LAT: ABBOTT PARK LOT #3 BLK. #8 P]ROJECTO 04181.000-03082 ]IQODEL: 4EBB "1828-CALI" AR.A0Z BVIMO: RIGHT PAGE: DETAILS 160 MPH EXP. C V' Dw� 11/25/19 SCALE: 1/4"=1'—O" SIMM D1 TS 4' EMBEOPENT MK .Y FROM FLOOR TO Oa:��'�L•'I�ri=C IE I \I )/ I ® ov CUT NAILS. 'me, 2X8 GARAGE DOOR MUCK W/ (5) IN 1{'XS' A -MOLTS 4' WOCO W MIN. W YK WA WASHER AND NO LPACED EVENLY OR FROM FLOTO GARAGE DOOR NOR W JONTS PRIOR TO PILLSlfa I-2Xb PT MLOCK • CATER OP ® DOOR HEADER WKI)VW J-MOLTS 4' EMMEP ENT W12'XZ'XYt' WA8HER AND NUT. Oak— 101 MANFACTW�R'S MTALLATICN MTFIXTILNS W4EIn SUCH NBTRUCTIQ48 ARE RE MOSTR INGWT GARAGE DOOR 1 BUCK ATTACHMENT \QV4G444 tx•r-r 8' CMU h. DRYWALL TfI'X4. OR VXZ' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I )4* INTO BLOCK W/ -%' TAPCONS MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIR EMBEDMENT 144- WITHIN 8' OF EACH END 4 W OZ. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLACK -13/4 OR +5/4 R TO B `4 LACK +3 4 OR +5 4 SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ V TAPCONS OR (MIN. 814ANK SIZE .145 MIR HEAD SIZE 300 MIR EMBEDMENT I Yi ) WITHIN S' OF EACH END 4 IS' OL, MAX SPACING. 2X6:ms SECURE TO BLOCK W/2-)W TAPCONS(MIN SHANK SIZE J45 MIN. HEAD SIZd)450 MR EMBEDMENT 1 Yi ) WITHIN S' OF EACH END 4 8' CPU V OZ. MAX SPACING. V DRYWALL 2X&® PX4' OR PX2' P.T. NAILER SECURE TO BLOCK W/J-%. CASING TAPCONS 4 (MIR SHANK SIZE .145 MIR HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Yi) TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. IS'Or— MAX SPACING, NOTE: SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED Yi ) DOOR JAMB TO BLACK +i-1//2' IE- ITW TO BLACK +1-1`2` " E: KTB. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE 145 MIR HEAD SIZE 300 MIR EMBEDMENT I Yi ) WITHIN W OF EACH END t NOTE: STRUCTURAL 2X W OZ MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL'1f.' TAPCCNS TAPCON MIN. 1-A' (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 • CMU MIN. EMBEDMENT I Yi) 14' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I•X3' P.T. NAILER 2X84m ❑ SECURE TO BLOCK W/2-%—* TAPCONS (MIR SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 WATTACW DOORJAMB OR WINDOW HIM EMBEDMENT I Yi) TO 2X PER WITHIN 8' OF EACH END 4 IW O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi 1 DOOR JAMB TO BLACK +1-15 18' inl 1BfD0W TO BLOCK +1-15 8` �' SCALE: KTB. 2X4:m SECURE TO BLOCK W/ j(T,' TAPCONS MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL j(4' TAPCONS TAPCON MIR I Yi (MIR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIR EMBEDMENT I Yi) S• CMMJ WITHIN W OF EACH END 4 DRYWALL IS' OG. MAX SPACING. 2XSi OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-Y.' CASING TAPCONS MM. SHANK SIZE .145 MIR HEAD SIZE -400 DOOR JAMB OR WINDOW MIR EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURES DETAILS, IS.O.G. MAX bPACIW NOTE: SHIRT AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 1 4' T •DZDOW TO BLACK +2 1 4' " SCALE: N.T 2X4m SECURE TO BLOCK W/ TAPCONS (MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 Yi) NOTE STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W O.C. MAX SPACING. 2X6m SECURED THROUGH SEGO BLOCK Uk2ir - •NON-STRUCTURAL '1L' Ai TAPCON MIR I-Yi (MIR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 • CMgU MIR EMBEDMENT 1 Yi) J1' DRYWALL WITHIN 8' OF EACH END 4 IW O.G. MAX SPACRNIG. ❑ 'X4' OR I'X3' P.T. NAILER 2X8® SECURE TO BLOCK Un-%' TAPCONS CASING (MIR SHANK SIZE J45 MIR HEAD SIZE 360 MIR EMBEDMENT IV) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. No1�. M1 YM®pT0lWf.Ylf fa0 NpI K7D4Pl DOOR JAMB TO BLACK +3' It M E SCALE: N.T.S. 2X4= SECURE TO BLOCK WY %b' TAPCONS (MIR SHANK SIZE JAS MIR HEAD SIZE 300 MIN. EMBEDMENT 1Yi ) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MAST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Va' TAPCONS(MR.L SHANK SIZE TAPCON MIN. I-Y4' 145 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT I W) WITHIN 8' OF EACH END 4 8' CMU O.G. MAX SPACING. MAX JS• DRYWALL X 2X8+Im El OR VX2' P.T. NAILER SECURE TO BLOCK W/J-%- 2ND 2X SECURE TO TAPCONS(MM. SHANK SIZE STRUCTURAL MEMBER ,µ5 LLVl2)f2d WITHIN S' OF EACH MIR HEAD SIZE 300 END 4 6' TO 8' OG. MAX MIR EMBEDMENT I W) OOR CASING WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW IS' Or— MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" F +• LE: RTB. 2X4= SECURE TO BLOCK W/Yi TAPCONS(MIK SHANK SIZE J45 MIR HEAD SIZE 300 MIR EMBEDMENT 14") NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Yi TAPCONWMIR SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Yi) DRYWALL WITHIN S' OF EACH END 4IW O.C. MAX SPACING. P,4'.- OR PX2' P.T. NAILER 2X84m SECURE TO BOCK WA-1/4' O.SJS. X 4' MIK TAPCOIVS (MIR SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW VATTACH WITHIN S' OF EACH END 4 TO 2X PER IV OjC. MAX SPACING. MANUFACTURES DETAILS. Mpi. P4M Af t�40 tp tVP�.W�loio Mot 0®Y) DOOR JAMB TO BLOCK +3-7/18" SCALE1KINDOE TO BLACK +9-7/I6' " 2X4= SECURE TO BLOCK WA' TAPCONS MIR SHANK SIZE J45 MIR HEAD SIZE —100 MIN. EMBEDMENT I Yi) WITHIN 8' EACH END 4 NOTE: STRUCTURAL 2X IS' O MAX SPACING. MUST ISE ON OUTSIDE 4 2>%� SECURED THROUGH SECURE TO BLOCK W/I-V4' NON-STRUCTURAL Va' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MRNL EMBEDMENT 1 Ys') g' CMU WITHIN W OF EACH END 4 JS• DRYWALL 18' O:C. MAX SPACING. ❑ I'X4. OR PX2' P.T. NAILER 2X84m SECURE TO BLOCK W/1-1/4' fl P.T. X 4' MIN. TAPCONS CASING (MIR SHANK SIZE .145 MIN. HEAD SIZE 300 r=TTACW MIN. EMBEDMENT I Yi) JAMB OR WINDOW WITHIN 8' OF EACH END t TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3 3/4' H lI--- TO BLACK +3 3 4' . .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdostgngroup.com AA #: 0003325 a� w IL id d W Q W O ss *LIHDIN to L01`, ABBOTT PARK LOT #3 BLK. #8 Ipmo LECT/T 04181.000-03082 MKODEL' 4EBB "1828—CALL" OARAOZ STIMO: RIGHT PACE: DETAILS 160 MPH EXP. C AR NO SV= J Dw� 11/25/19 *CALF: 1/4"=1'—O" SHEET 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 FL27234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SUDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2027 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2027 (6th EDITION) BUILDING CODE INFORMATION SYSTEM LID W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/11/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmoi&oup.com L AA #: 0003325 , W W d 0 fi avnDly ae LAT: ABBOTT PARK LOT #3 BLK. #8 P1iOJECTio 04181.000-03082 MODE74 4EBB "1828-CALI" GARAGE BWDtG: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C Dw� il/25/19 BCAI.IM 1/4"=1'-0" BEV= D3 PREFOR4D CGNTIROL JOINT R/UNSE OF TIED TO L JOINTS Td BE UUED VeR J. LATH • Y a.NOT MAX (VER0J NOTEWLJ Do WALLEVIEN CONTROL JOINT i0 BELL EVEN F 671D EXISTS BEYOND EXCEPT STAPLES UV SECURE E�COH RoON OUIRIN S INSTALLATION -------- I .;ASRaO BE IPA CRcr -- ]' THICK 3 COAT CEMENT PLASTER Wm LAYER 7, FORTFam EUILONG PAPER APPROVED METAL LATH FASTENED -I' IVERTJ OL. MAX AT OIFPOWM WIRE LAYER -1. STUCCO WRAP WOOD SNEATWI C LATH ft L BE CONTUi,IOUS ME TNROUGFI JOINTS BUT BE STOPPED S TIED AT EACH SIDE. FTRONDE 2X4 BLOCKING PER ASTM CW63 PLACED FLAT MAX 6• TO S• T1014 \ FROM CONTROL JOINT WEN NOTE,STRIR CONTROL JOINT FALLS ON / L FASTENERS FOR LATH TO BE NAILS OR i )CTAL STUD STAPLES IN COMPLIANCE W) ASTM CW43 r 2. WRE TIES TO BE (NO. W Op41e' WIRE L ISLOCKINS GROAN MAY BE IN ADDIT \ TO WALL STUDS RECLINED PER PLAN 4�0 OL►CLD NIfARD•FT.A OL IT7.D INYR� - R.A L CONAN • R.0 l CREAOL • PL C ( 1) L TOLD N111� • IR. �� LClsua•n.e rn4v O ® 11ClD T.Lfp . R. A L ovARS . Fr. s >. CRIAN • Pr. C A. Pam FT. C OAR Pr. B TILL FT. C TCIILICO +t � slwum Y 0 "L""" INTBrtTRHt MAL POLO. G2 thnCur. i Twx 3 COAT CEliNT PLASTER fflft lA W 2 COAT CRUUIT PLAOTUR (O1U .W APPROVED BULDNS URAP SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAWS (ROLL ENDS) 4 6' R HORIZONTAL LAPS. ALL SEAMM NEED TO BE TAPED OTN FORTIBER SNEATHIN'A TAPE / r mN LdP . erErAL I.Aru LATH VERTICAL LAP TO BE 1' n nrn . METAL LATH IT I UM LAYER •1. STUCCO URAP PAPER LAP CW Y / I YIm LATER -2, FORTFRBER _ BULDSG PAPER I 2 aCALE•rl v)'•i'•o• ® KICKOUT DETAIL I w'yY I UHTOR TIOM SEAL (800 oR SOLENK �.roT nrt, �' w A�Le=O RC1LF . NIRrECtfOe NQ¢L SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAM04 MEMBERS, THEY SHALL BE TIED BETUEBN SUPPORTS WTH 0®4%-N (Ul-MM) USE! AT INTERVALS NOT MORE THAN S' ?VS-MML AS PER ASTM Cb6D 1A1 FOR REPAIR a: TEARS IN SURD LAYERS, TEARS MAY BE PATCHED WA40LW I RAP TAPE PER MINSF. aFT..C. OR PEEL N STICK i• TNRCK. 3 COAT CEMENT PLASTER METAL LATH URB LAYER •2. FORTIRSE BUILDING PAPER UUm LATER 1, STUCCO WRAP UIDOD SNEATHINS WOOD SNEATI BULDI PAPS! STOOD �[67T3 6�uIrilmo� S 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 WRB 4 TAPE OVER ROOF/UTALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z---GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.TS. 474' SELF-ADNEIZ>'1G M'@iBRNE FLASHN6 /CQ'PATBLE UV HOUSE 4 uRAP MATERIAL) ovETe P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF-ADFERNS MEMBRANE PLASNNG STEP 01 WTALL FASTENERS (CLIPS. STRAPS. STAPLES) AS — REQUIRED TO SECURE PIPE) WINE TO FRAMING PIPE AI T C, 6�� STEP 02 6'w6' SELF-AO.EIRENS M@BRNNE FLASIRM (COMPATIBLE W( NOUN WRAP MIATERIAL) OVER 4W SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE UIRAP. FLASHING TO lXIEND ONTO PIPE am LAYER 9, Flamm ER BOLDING PAPER PETAL LATH 6b6' SELP-ADWRNS MEMBRANE FLASHING OVER 4W' FLASHNG OVER API -ROVED FIORE WRAP. 6.ASHlNC• TO EXTEND ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED WOUSBIRAP AIR INFILTRATION BARRIER OVER SHEATHNG SECTION PER SECTION FOOL7 OSRIITkI ARRAS! 0ollie Re Exterbr use of portlaitl aem platter shell comply with Ihaappk b. requiem .fASTM C926-12A 1wallabon of exterior latkV and f wrV shall comply with ASTM C 106112A TION DETAIL (F LEGEND Or DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER-•----- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T74-6078 FAX: 407-774-4078 www.abdes4ftmup.com AA 5: 0003325 41 a Q @ O14 2 8VHDIV. & L01% ABBOTT PARK LOT #3 BLK. #8 PROJECTjp 04181.000-03082 MODEL: 4EBB "1828-CALIr" GARAGE 8111IriG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C UP16E DATE: 11/25/19 SCALE: 1/4"=1'-0" Sze WA1 BACKER ROD BACKER ROD WRB LAYER 9, AmIrl-n nRAP INSTALL 6' SELF-ADWERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF PION -MOVABLE FRAME OF THE EXHAUST. SEdlUE*CE OF FLASHNG TO BE: L BOTTOM. 2- SIDES. 3. TOP VENT CAP IS TO 15E SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF; NON -MOVABLE FRAME AND STUCCO FL AALLY&Ye CAULKING 4 JOINT PER SECTION R7E6.7 Etderler le@ na and pNderlrg Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply With ASTM C 1063-12A. HOODED VENT THICK 3 COAT CEMENT 1, PLASTER METAL LATH WRB LAYER -2, FORTIFI VIER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPEC&) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. CUT OPENING IN APPROVED WOUSEULIFAP FOR .BOX INSTALLATION AY 9 WRB LAYER STUCCO WRAP UIOOD SHEATHING APPROVED HOUSEWRAP BELOW ELEC. METER FIELD i H Fill VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA NO MEMISRAN ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA. EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND NTERSECTIC WOOD SHEATHING WRS LAYER 9, STUCCO WRAP WES LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STIa1CTU RAL MEMCER - T' OL. MAX V To)j'M®-WALL WEEP lGir. S' OaDE STRIP SELF ADHESIVE FLAGWIWA CLEAN MASONRY EEPORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) s• URB LAYER 01, STUCCO UIRAP CUT 'X' INTO SELF-ADI ERNG ? MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER N STEP #1 STEP #2 LAYER 01,STU STUCCO WRAP STEP #3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUBEWRAP IWA ® R R MEMBRANEASHNG WRl3 LAYER 12, FORTRBER BUILDING PAFER STEP #4 ELASTOMERIC COATNCs OVER STUCCO/ C.V. FN15H (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.wm AA #: 0003325 f%q w- a t IP VBDIV. dBBOTT PARK LOT #3 BLK. #8 ROJECT# 04181.000-03082 MODEL' 4EBB "1828-CALI" GARAGE 8111 RIGHT 1 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C IDEC D � Il/25/19 SCALE 1/4'=1'-0" S* EMZTT VV A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER t SPACING in cm W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD 0 BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesoWoup.com AA#: 0003325 Fa ausuiv. & IAT. ABBOTT PARK LOT #3 BLK. #8 P1l0JMT# 04181.000-03082 MODIU: 4EBB "1828-CALL" 0ARA0Z BVMWG: RIGHT PAGI: WALL ASSEMBLY DETAILS 160 MPH EXP. C D � 11/2 i aCA*_IM 1/4"=1'-0" WE M= �UA3 LEGEND DRAINAGE PLANE (WRB LAYER 'I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - UIOOD DFEATNM6 9EATFER RW WIYE BARKER 9 i MATNER RE6MThE 1SAMIERO Vow. ` IICK' ml Up / W ADWERM6 FLAWM 6. 6ELF-ADFERlKi E FLABNM6 -4 _\ off"TWE STARTER STRr / \ \ \ \ MATHER REgbrhOE BARF ER -2 Do Nor GAl1LK oR \ F-ADWRNG y SEAL 4 / ` R GALVD METAL �. GLALV'D METAL Y'FLAANMCa W FLABNMG IY WOOo TRIM MEI"EER / - ` / ibloWbTIMM rEOrtILF� R I TEAL GAP -W-4-Kw. \` / OR APPROVED M- ANT i- OEAQ SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-774-4078 www.abdesQpiWoup.com AA N: 00031325 M h � 2 � O I JC W i0 M O MM " atnsDIv. se IAT: ABBOTT PARK LOT #3 BLK. #8 PROJWTP 4181.000-0308 IMMLs 4EBB "1828-CALI" CARACID S'WINGT RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 F-PIUNTDA 11/25/19 aCALM 1/4"=1'-0" az•1ZZT kk WA4 / ! \ IW TEXTURED / i \ FIWam • WOOD. / \1/2' TETURED /------ '-------------- -----"---�-------i I NW44 0 cm 77 -- - 2x6 SUB-BANb i W/1'x4' NOTCH A MET4L LATH /--------------- `- ! END, WRAPPED IN i ! PEEL 4 STICK nEra Fascia wRaP w�ooC sHEarHlr� I 1" DRIP EDGE MP tuccUJRB oYEuiRRa�P(FreaMe ONLY) I \ UIRB LAYER 82, FORTSBER I - ---- - 1/8' TEXTURED I \\\ it lieILD a PAPER FINISH ® WOOD I \ 2x6 am eaND IPDOFNG \ I 1/85 ,{ 1/2' TEXTURED I \ CEMENT \ FINISH ® CMU j \ \ ! \ DRIP EDGE \ { ! \ \ ! METAL FASCIA \ METAL KICK OUT 't WRAP Xs' FROM \\ ©PLAN S :; STUCCO, I' FROM \ a \ --------------r --------- ' wooD WALL \ \\ �—EXTERIOR WALL \\ (FRAME OR CMU) \ �\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY k ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ 'ROOF DECK (BEYOND) 00 \ \ DRIP EDGE, I' OFF WALL Z NOT INTO STUCCO) �1/8, TEXTURED FINISH (WOOD, 1/2' TEXTURED _j FINISH 9 CMU / 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Vi'x4' NOTCH is END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) iME 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 s END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL -ROOF CEMENT B ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK-OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003325 W. m ul ° ul a a >°n sVumr 1c Lfl m ABBOTT PARK LOT #3 BLK. #S ipmoi CT* 04181.000-03082 MODRIa 4EBB "1828—CALL" GAM&GE S7IMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C DA 11/25/19 SCALE: 1/4'=1'-0' aIrm= WA6 9 qwn 28'6" 9'-6" 15'-10" 3'4" 36'-2" 3'6' SLAB • I— — —FM-12X12 — — — — 1 — — — — FM-1— — — — — I � 4" 4 CONC. i a SLAB ILL w a *3 1n 1,-a LF-24X24 li (�i � f r 1. 1 FM-12X78 XTEND SLAB 1 1/2° 4" PVC CHASES i i i� i� I 0� 0 r i TOP OF SLAB I I I � i� I 19'-0" i 5'-w i 15'6" 1 b� ,.1 - _--_ TE-� _—_—J I I•2'41 17'-W 5 3.-0. I I I I 4 I . i I o LLI 1-EXTEND I r --- SLAB 11/2" 2 I4" GONG. LL( m FM-12X18 7• I) SLAB wa r — I oa 1*3112 M I LL I 3'4- I 0 2 *7 1n I1 t I L FM-12X18 _ J FMC-12X18 FM-12X18 FMC-12X18 4 4 1. JX-w 10'-2" 3'-10" 2'4B" 16'-0" 21,4" 4'( 4,4" 39 6" FOUNDATION PLAN SCALE: 1l4° = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-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 tn" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. ,(3NDICATED #5 BAR, BNDICATES #6 BAR, SDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30". #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #6'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D)ALLCORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M' OR"S" MORTAR, ASTM C476 GROUT(3000 PSIJ UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" OH: MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 6x6 W1.4,WlA OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - s + 0•.0• FM-12x12 12" CONTINUOUS 12' - (2) #5's + "-o" FM-12xl8 12' CONTINUOUS 18" (2)#Vs FM-16xl8 16" CONTINUOUS 18" (2) #,Ss FMC-1 Nl8 12' CONTINUOUS 18" - (2)068 95 IN CURB VARIES -24x2 24' 24" s s (-)p"-4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwandeslgngroup.com L AA #: 0003325 w g t ra W2ILJ S B Q o 6 $ m O a s IPI UDDIV. d# fATBBOTT PARK LOT #3 BLK. #8 WJWT/ 04181.0 0-03082 MODEL: 4EBB "1828-CALI" GARAGE 81117NG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DA E: 11/25/19 SCALE: 1/4"=1'-0" 811EXT S1 30• MIN. EACH WAY MONOLITHIC FOOTING tt • Z STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED • • -� — - . -Tv CELL SEE PLAN FOR SIZE AND ¢ a CELL SEE PLAN FOR SIZE AND . • . p > SPACING REQUIREMENTS Y 'I. SPACING REQUIREMENTS P— 0_ G m W F m w rn w -' • ':'�—..' TY 11p GARAGE DOOR RECESS w �V ea Q _f__ • FM � I di - Z 8' CMU WALL O U 8' CMU WALL > . CORNER BARS, SAME SIZE AS BAR w w 8" `� • •I I IN FOUNDATION WITH 30'LEG EACH ly/ U o +_ p?_p" M +- 0'-0" $ - • WAY AT ALL CHANGES IN DIRECTIONS rn �' TOP OF SLAB TOP OF SLAB .. � SO . S MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB- ^ • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. CHAMFER (1-STORY) 18' ;ARIES SEE SLAB SCHEDULE TOP OF GARAGE EXi. PORCH SLAB I ' .LL a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7;p, AT ELEV: W/U2' ISOLATION' I CHAMFER (2-STORY) #4 24" W/ 1/2" ISOLATION 4" CHAMFER (1-STORY) '. 6" CHAMFER (2-STORY)APPLICABLE) 0'-0'JOINT (WHERE ZE SCHEDULE #5 30" JOINT (WHERE. • ^ EE SCHEDULE ¢� WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD,BAR SIZE 36" #6 36' APPLICABLE) Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 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 1 SCALE:34"=1'-0 2 @GARAGE SCALE:34=,-°' 3 CORNER BARS DETAIL DOOR OPENING O SCALE: 3/4'=7'-0" SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2' CAPPED y NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE GALVANIZED GALWIF O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE t/2"x8" WEDGE ANCHOR W/7' BTM. PLATE TO BE PT. AN BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE FIT PLATE TO Q 8", UNO PLATE EPDXY 5-1/2' EMBED. MIN. @ 16- OC SLAB W/tOtl MASONRY R FOLLOW ALL MANF. = LISP SPTH4 OR SPTH6 BTM MAX. NAIL 16' O/C STAGGERED. SPECIFICATIONS FOR N Q USE AND AND TOP PLATE ANCHORS W/ ADDITIONAL METAL CONNECTORSNOT SECURE FLANGE TO = m I- �p PREPARATION OF 10d x 1 112" COMMON NAILS REQUIRED WHEN NO SLAB W/(4) 1/4° X 2 1/4" Z HOLE. ALL HOLES, DO NOT USE ;Oa y UPLIFT IS PRESENT. TAPCONS w x W W SLAB SCIEDULE Ctf SEE SLAB SCHEDULE p Q Q QO [SEE + °0' TOP OF SLAB OF SLAB 4' CHAMFER (1-STORY) 6' CHAMFER (2-STORY) 4.\— - - •�`..�-, .-4—a EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL � o INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:3/4"=1'-0' (W/ UPLIFT) SCALE:3/4'=V-0- (NO UPLIFT) SCALE NV=1'-0' 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 WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE p j BTM. PLATE TO BE PT. SECURE BT. PLATE TO a, t PROVIDE DBL. TOP PLATE SLAB W" MASONRY NAIL Q w 16' O/C STAGGERED. m U ADDITIONAL METAL c a w CONNECTORS NOT REQUIRED WHEN NO U 8' CMU WALL UPLIFT IS PRESENT. M ? POURED LINTEL CONT. OW,) 8" CMU FILLED CELL TTYP.) TOP OF SLABSEE SLAB SCHEDULE ` - . ' . 2X WALL FRAMING WGROUTED SEE SLAB SCHEDULE 1/2' DIA. USP 7250SD BOLTS 5' -0"MINIMUM EMBEDMENT INTO P OF SLAB'a• 'ISOLATED' COLUMN PAD CELL, 4' FROM ENDS AND m CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX �-. POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE E SCHEDULE .`S—'-may'+°= . FOR WxD, BAR SIZE xD,SC BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I, x COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL- PAD �� BLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE: 34'=1'-0 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 www.abdesigngmup.com L AA #: 0003325 a Of tz; a IL iz at �C ABBOTT PARK LOT #3 BLK. #8 PROJECT 04181.000 03082 4EBB "1828—CALI" GARAGE 8WWQ: RIGHT PAGE: DETAILS 160 MPH EXP. C ROLAW A ABOUCHACM L AR NO 9WM D TM 11/25/19 8CALE: 1/4'=1'-0" SYIEET S1.1A DOWEL PLAN SCALE: 1/4' = 1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 wwwAbdesigngroup.com L AA M 0003325 Fa p 9 R. U O y3y;1 YC GI SUDDIV. a LOT: ABBOTT PARK LOT #3 BLK. #8 PROJffiCT* 04181.000-03082 M0DZX. 4EBB "1828-CALI" CARACZti SMIMG- RIGHT PACE DOWEL PLAN 160 MPH EXP. C D M 11/25/19 SCALE: 1/4'=l'-0' eklz= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK GROUTED BOND BEAM p CLEAN OUT REQUIRED K FOR INSPECTION m . Iq 0'-0'TIFIN. FLR. .P ,'.° .: TIE ERCAL REBAR .� TO HORIZONTAL ... °.: REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA Z #3 18' 1' > #4 24• 0U #5 30" #6 36" #7 4r HORIZONTAUVERTICAL REINFORCING SCALE: 3/4'=1'-0' & EXT. PORCH SLAB W/ 11. ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Y SPACING REQUIREMENTS �W U �eL O rn Z 8• CMU WALL SEE SLAB SCHEDULE 4" CHAMFER (1STORY) CHAMFER (2STORY) Z MATCH STEEL E REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 BAR SIZE 148 BAR DIA. I Z w > M OU #3 18' #4 24" #5 30' #6 36' #7 42" ,G REINFORCEMENT PER SCHEDULE #5 BARS o1 �, 8" , CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaWngroup.eom AA M: 0003325 uj O Wo 9 [SUMIV. 1C L02' ABBOTT PARK LOT #3 BLK. #8 PROJECT 04181.00t 03082 uonEL: 4EBB "1828-CALL" GARAGE BVMCG-. RIGHT PAGE: DETAILS 160 MPH EXP. C r :.� I u-N., WNT LMc7ul.. 11/25/19E: 1/4-=1'-0"T 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: • USP LPTA W/ (10) 10d x 1 1/Z' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x i 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN M STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS 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 PBS36, .177" ° x 2 7/8"LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RERRM 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 (PSI) SIZE WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8X8 (1)#6 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFP LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH mom W420 s74m R2440 MUM NWO TYPE LENGTH 8F0 ROM TYPE LENGTH 4m4T Own ORVIT won st►4r .'Nat IIRMT 4PAa7 011110 ww4r 4r2►tr Rzr raw .mar M! Mom �18 ~a sms-14 s 12 4Pi14 " 18 3'4r 1429 PRECAST 22M1 ss fPm Ms !® no wr fast Vr (47) PRECAST 1a24 1BMM Sr (4n PRECAST me mW mi 4m MM RIM 7m1 Maly 4m MN 7M w4 7aW44 tNm Nm gm am 4mt mm on 700/ 4'4T HB9 PRECAST i1M0 m1 27M Wm 4m mM 7w am 1'Q (45� PRECAST E41 7a9 1MOB 4'-0' (Mn PIiCiA6F 1m 2m mW mm 4m Mill em 2w 4m Mm 7aly am tmt ttm ,2m 2m m Will 411M MM a 4b' 1a+9 PRECAST /5N tw Mm m4I sm 4m am 4m1 Nr �4') PRECAST 6B1 1073 4-0' R47 PRECAST ,2ly Weld M07 mm 44 4m, ,m9 I'm 4m Mm 74a m72 Itmt I. ,m7 2m 27m 33M 4M! 4nt mm Br (a4') PRECAST 1217 'M4 f1m tw sm Wm 3m4 4m Bi, (a4) PRECAST 411 74a 9r R'r) PREd18T Im , 2m 2m NO Im 4w Im sam mm 74" ,41m ma 2m 2m NO So MM SAW vo•) PRECAST 10ffi tts 11m mt 2m 2w mm WQa e-t0 ()0� PRECAST 940 88Y a/a B iP (707 PRECAST w , 2m 3w mW 41WW ,01 2m 4m 71 M mm w 1817 Wam Ww Mo MIM 4WW 68' pM1 PRECAST 905 1w 2tn sm4 mM W1m m em1 C8 (1d'I PRECAST a0T rn 490 BB' (7a7 PRECAST m , M 912.1 Im Wrn Wm mm sm mm m illy Iw am Jim am 37I2 r4Y (110� PRECAST 74M IM1 Im 2m 2m 2m MM 4tm Td l=07 PRECAST 421 534 353 74! (i0') PRECAST >n W® tit Im 2m1 me mM 41ly 7n mt tw 2m 2m 2m am yr n127 PAECABf B61 m ,Na tm mM Mr mm >$ Sr n12) PRECAST Mxa a12 m ar (112� PRECAST mt m t f 2W 7m Im; /m mM NO m, m Ism *4 /m mM mm tQr (125') PRECAST 47a m m 1267 2m 2777 2m 2m iSd n20') PRECAST 2M Sot INTO 10'd (12a� PRECAST m SM M. , , 2MI m ,m tm atw fa41 m m ttm t472 ,m 1m 2m 11'r nMz1 PRECAST Mill w w /m 1w 3m 3=7 4m 11•r (U� PRECAST 200 4ffi 154 W-0 nMe9 PRECAST 4N m w 1aly 1 tm m m ,m ,m 2m mu 4m 414 m ,w ,ma. mw 1z4T (14P) PREf%18T MM7 w m UK NM 2Im 2m >w 12.0• (141') PRECAST 244 4ffi ISI 17d• n4r1 P'RFd18'T 4m 40 7M w 11 I tm in 473 cm NM Mm 2m6 sly 474 m m 1Wm , 1$r (111By PRECAST 200 4M w Im /w me 23 2m 13"4' (19D') PRECAST 217 324 110 tar (It10� PRTifABT ' m w 7m m , >m 4M m tm tw ,w 2m mW w m m 11m N Iamb. tm7 1'r'P nm') PRCrJ18T m 4M 7m tm tm ,Sly M27 MM 1041' (1W) PRECAST 205 222 100 14•-0' (15n PRECAST m m w 7x w 1 ,2m 442 7s tw 1m N17 2fa 1w 4N 4m 717 lam t I Nly 11'd (175') PRE NA M ,m M IM mt so IIR 14'd (17W) PRESTREBB® NR 284 S1 14'4C (17a� PRESTO m m mt m m m M m m m IM ,IM 17M 4m 7m Ms Iw 2sm 240 27Q I" (is" L; NA M 14t im Mt 1st M IM 1r" (ion FREPFUME0 N.R. 21TB p 1Br n5r► P 1M m MW m w m m m MissMI , Nm 4R rm >m fm mw 2m mm 1Tr (208') PRE NA ml MR mt 7M MR mt tM 1T4• f2061 PREB NA. 191 64 1Tr Mn P xr m m w 4s w mt 740 w , m 1271 ly7 Illy m fits m Im ,m Im 2w 1Sr (ZM2i p NA M 14R 1M 14t IR m1 1st 15-4' Mn PRE9TFD NR. 145 ffi /Sr (2MT) PIS Im 7m w m m 4m A w Milviii Mr M1 m ,1A 1089m - 12111'sid m m m ,aly tm /m f7N 211' PRF81RE8B� NA M IM M mMR MR Im ��" �1 PRESTRESSED NA 12a 42 2Tr "I PRESTRESSED 142 U2 m m m an m ,m all m w m tm m2 3m w m 11N 1m "a 2z4T On F NA Willw Nit m Wit !! Milt' (2M47 PI✓ NA in 40 �4T PM f'li 117. m m 10 w m m m m m iw Im an22d fly m m fly m MYa1x m m 4m M. w m o W-W onPRtE NA. m it me mmt la ww4r on PRE NA 91 33 24'4T (2 n PR OMM m m 04. m an 7117 R m w m m M tam tm (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUER TAKEN FROM'SAM LOAD TAIEW BYCASTCREIE MAY20U EDITION - PRECAST PIMICT8BYO IERS TO MEETORD=M VALM STATED ABOVE -ALL PREICASTPROOUC(8 ARE TOE MIBTALLED PER MANUFACTURES SPEOIFIG710N8-P41OVM1EMR41 COFBENtOOPASTEAMBM]EOFVWMMGPeSW PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 Lim—m—mm-Amm—m--j Lm—m— mm—m— m1---------------J LIFT BEAM PLAN SCALE: 1/4" = V-0" I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 4O7-774.4078 www.abdesWngroup.com AA #: 0003325 a a p b 2 yy�I W W W p YJ Ljg1 p ti sumly aM LAT: ABBOTT PARK LOT #3 BLK. #8 PROJECT111 04181.000-03082 1[ODEL• 4EBB "1828—CALI" GARAGE BVIMOW RIGHT PA08: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C � ARCFI�IECT: 1 D�11/25/19 eoALM.1/4"=1•-0" armor s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10° HOOK — 30'TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4`=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. Q 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 REWIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL 13 PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F = FILLED W/ GROUT U = UNFILLED IOMINAL # OF #5'S, IN 2ND BOND VIDTH BEAM COURSE NOMINAL-16-1 T/ 1 �/c B HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM THAT XFXX - 1T/1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - iT/OWOB INDICATES A SINGLE BOND BEAM WINDOW PRE CAST WINDOW SILL z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2`=1'-0" BE BOND BEAM �1it5 1#5 TYP. 8'xi6` BOND BEAM �• ": 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM T P OF W/ (1) #5 BAR .•y: BOND BEAM GROUTSOLIDFROM TOP BOND LINTEL TO TOP OF B OF OPENING BEAM SEE NOTES 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-Z' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4`) 8' FROM EACH END AND 18' O.C. MAX. MIN 1-IW EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 IW)W FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1rSOLIDW) 8" FROM EACH END ANDW/18`OCMAX. MIN 1-1/4'END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4`=1'-0' SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=T-0` 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W W W abdesWigroup.eom L AA #: 0003325 , Of t: IL S q — 0 O d s I L avaaiv � IAT: ABBOTT PARK LOT #3 BLK. #8 PRo"wTi1 04181.000-03082 moaEi: 4EBB "1828-CALI" GARAGE SWENO: RIGHT PAGE: DETAILS 160 MPH EXP. C p 3 2Q19 ROLMD A ABOUCHAM AR NO 9WM A Denrr A 11/25/19 OCAZ.E: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 1 Od x 1 ill" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10)10d x 1 12"HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON UNTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS 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 PBS36, .177" ° x 2 7/W LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVD PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAOIIN FACING 8" FROM THE CENTER OF THE COLUMN. CJt 'IPF lA CA 3.1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. c 70;-3 1S I I i I I 7— I wal, e—I . • -• ,• NAILS • n. 1 1 1 _ `1 1 1 _I 1 _I 1 1 1 _ 1 1 �S n� ' M3 FRAMING PLAN SCALE: 1/4" = l'-0" i WOO WI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 J w h 0RL q lu J ra O ¢¢ aLJTiDIV. dt w ABBOTT PARK LOT #3 BLK" #8 PIWJ CCTO 04181.000-03082 MODEL: 4EBB "1828-CALI" GARAGE awMO: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C 0 3 2019 Roues M A. ABCUCK4 L AR NO som g /259scA/4"=1'-O"MET ENGINEERED WOOD TRUSSES OD SHEATHING, SEE mmmmIN 24" O/C, SUBMIT SHOP IWALL/FLOOR DRAWINGS FOR REVIEW HING AND APPROVAL NER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WRH (9) # 1175 UPLIFT USP 10d x 1 12' TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR HTWM20 TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) "ROOF/WALL/FLOOR WITH (9)10d x 1 1/7 NAILS TO NOTE: A FT SYP it2 7 x 4', D (4) I/d TRUSS AND (4)1/4' z 21/4' Iod x 1 112" 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 # 1900 UPLIFT (2) USP NOTE: A PT SYP #2 2" z 4', SHOWN) ACCOMMODATE GIRDER HTWM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-W MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTORTO j BLOCK WALL) O/C TO FACILITATE ONE FL#17680 1/4" x 2 94 TRUSS AND (4) 1/4" x 2 1/4' ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS SP LUGT2 W/ (5) 114"x0 POWERS TAPCONS TO CONT CONTINUOUS BOND BEAM 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. GE BOLT& (16) 16 GALV. NAILS TO POURED LINTEL 2z SECURE. W/ (3)16tl S (2PLY) #FL17240 (NOT SHOWN) SP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD " WEDGE BOLTS AND 1x2 SECURED W/ 10tl TRUSSES 24' O/C, 1x2, 2x WOOD FASCIA S3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2z SECURED W/ (3) 16d L-T AND APPROVAL GALV. COMMON NAILS. OLTS ARE USED 1z2 SECUREDW/10d MASONRY BONDRE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAMD, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12° O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, 1:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (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, 1-1310LBS (2 STRAPS) 2" COVER & 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS! MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 3°"=,'-°" TYPICAL ROOF GIRDER CONNECTOR(S) SCALE: 2a 2b SCALE: 314"=V-0" SCALE: 3/4"=1'-0" GIRDER CONNECTORS) (2) 2X4 No.2 SVP DIAG. 2x4 BLOCKING BETWEEN 3/4' T & G SUBFLOOR GLUED AND BRACE W/ (3) 12tl @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING LSTA12 20 GAUGE SEAMS) W/ 10dxl/2 HOG NAILS 0'-0" TO 30'-0- (1) "X° BRACE EACH END. TOTAL OF 10 30'-1- TO 60'-0 (3) "X'BRACE SECURE 2ze FT. PLATE (1) "X" BRACE 0 CENTER TO BLK W712' DIA. 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 EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX. 1:1 PER ELEVATION aaa �a ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE PRE-ENG FLOOR TRUSS BTM.CHORD PLATE W/ 12cOF STIFFBACK (AS PER O C. MAX W/i�68 GYPSUM BOARD OR iQ" HIGH BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT. 20 SECURED W/ STRENGTH CLG. BOARD 4 } MAY NOT BE (2) 10d. @ EACH TRUSS SECURE TRUSS TO TOP PLATE 1W (2) J N Far- REQUIRED TO BE ED � 16d TOENAILS 10'-0" 0 C. DOUBLE TOP PLATE HTT76 W/ 5l8' A.B. WITH BTM. CHORD OF MIN. 7"EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (20)16d z SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/T NAILS 70 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 FT. PROVIDE OBL. TOP PLATE PROVIDE BLOCKING 1Y1' GVP. WL. BD. - . •! 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER e " a CHORD/ G END TYPE IF 0 0" O/C MAX ECURE(COd COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END NTERSECTIONTYP. BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE:3/4"=1'-0' 6 GIRDER/WOOD POST CONNECTIONS SCALE: 3/4'=1'-0 . ' •. 5 .a.,•. ,a. SCALE: 3/4'=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE (NO UPLIFT) NOTCH DEPTH I/4"0 !°/! OLEEDGE>59" USED SO LONG AS THEY CONFORM TO THE IAM "OLEDIAMETER FOLLOWING TTUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE>518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A 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 WINO ARE SUBJECT TO F7 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < W5'D DBL. STUD STUD NOTCHING NOT USED @AND BORING LIMITS g 10 SCALE: 3/4'=1'-0' ,1 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 FM: 407-774-6078 FAX: 407-774-4078 www.abdeseigroup.com AA 8: 0003325 W 41 O ao rX1 0 � 4 Ck axn DIV. &TAT: ABBOTT PARK LOT #3 BLK. #8 PROJECTp 04181.000-03082 MODEL" 4EBB "1828—CALI" OAAAOE 8TfW0: RIGHT PAGE: DETAILS 160 MPH EXP. C DEC p 3 2019 PKILMD A ABOUCIiAM L MNOWM DRINTA 11/25/19 SCALE: 1/4"=1'-0" allz= S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. —�\ WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0- TO 30'-0' (1)'X" BRACE 30--1- TO 60'-0 (3) -X" BRACE PRE-ENG GABLE TRUSS (1) 'X' BRACE @ CENTER (2)"X' BRACE DIVIDED EQUALLY STIFFBACKATALL P2. 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. 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2)12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS (D W/ HIP RETURN SCALE:3/4"=1'-0' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" 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/ 112" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY V MIN, EMBED. ATOC MAX G. SECURE GABLE E TO 2.8 P.T. PLATE W/ 12d's 6' O.C. MAX TRUSS (TYP) @ 24- O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 101-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3/4'=V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wW Abde81g*mup.mm AA B: 0003325 uj �l O u01� of W O ni yl a a U � O ' Q ss w 0 Z L F OTT PARK OT #3 LK. #8 ECT* 04181.000-03082 MODEL, 4EBB "1828-CALI" GARAGE STIM90' RIGHT 1PAGE: DETAILS 160 MPH EXP. C DEC p 3 2010 1 ROL AID A ABOUCHAM l AR NO 99M D il/25/19 SCALE: 1/4'=1'-O" SHE= S3.1B r w oD cAeLE -Erm Hw RaoP L A ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 =67.16 PSF (T7.16) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: C. RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DNPNtAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16" O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS @ 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 12" 0.120" 170,000 RING SCREW SHANK IT6-20RINGS PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHWO USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J % N Z . ❑ � W . Y Z = J m O . Q 2m 2 . z . Z J zW .2 W se @ = U y0 z `v m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING U BUILDING LENGTH x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR QTBLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD-` - TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS a 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.C-1�) FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL HE 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: PBCR2017, 6th EDITION ACI 31844, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ONTHE 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 STRLICTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE31f PROVIDE 6%AIR ENTRAINED CONCRETE DFOSETO EARTH ORMATHE2 WOOD' NO"EARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE ClAkWERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1100 PSI AND A MODULUS OF PROVIDE -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UDERALL SLABSONGROI#D WiERE1NDCATE00N ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6 INCHES AND SHAH) WTH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE O TO RETENTION LEVELS OF A� PTHAT RM FORM -WORK OBSHALL BE TREATED FOR ANY CORRORATEE TETRAHEDRAL (DOT ). WO D FOR STRUCTURAL FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 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 FRAM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th 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 STRU CTURAL.DEPENDNG 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 REQUITED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 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 3'-O' 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 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD noncon-nt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORE) -non-concurrent DEADLOAD 1 & pH TOP CHORD 17 psf w ASPHALT SHINGLES) 10 P5f BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10pV DEAD LOAD 20 psf TOP CHORD (10 Pf w N o GYPCRETE) 5 psf BTM CHORD BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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 WPA. 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 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT4NPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPH14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:. AND 'TPI/WTCA SCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALPLATECONNECTED WOODTRUSSES. 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 NTH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =180MPH 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 740 (FBC R2017) EXPOSURE C, RISK CATEGORY II) 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: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) CO 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: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY- PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING P"EW: "SPECIFICATION MASONRY STRUCTURES" (AC 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CbO, GRADE ftn - 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 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. AWILL OFT SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH OUT THE EXPRESS CONTRACT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES ASTM 0.476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS AL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN DOCU PE SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3B" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 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. FOUNDATKU SITE PREPARATION: TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNOERASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 31V THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL 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: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS. COLUMNS. AND 5" STRUCTURAL TERRACE SLAB CONTR CTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRCRTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EWEED 5" 4-PRIORTO THE ADDITION OF PLASTICIZER CONCRETESKALLCOMPLYWITH ALL THE REOUVR arcs OF CI 301 AND ASTM C44 OR MEASURNG, MNNIG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME-STMAPED WHEN CONCRETE IS BATCH®. THE MAAMIM TIME ALLGWEO FROHM WIEL WATER IS ADDED TO THEW UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT E(CEW 90 MNUTES IF FOR ANY RE49ONTHERE ISA DELAY 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 REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTHEASM REQUIRED CONCRETE COVERAGE OVER REBARSHALL BEAS FOLLOYS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLYFXPOSEDTO EARTH FOUNDATIONS, B. FOR CONCRETE EXPOSED TO EARTH MIOMWEATH ER I-I17 FOR 05 AND SMALLER Z. FOR#B AND LARGER C. FOR CONCRETE NOT E)�TOMATHER 314. FOR SLABS WALLS AND JOIM I472' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM63, GRADE B, TYPE E ORS, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETETILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SD£ TYPE REAWRib APPLICATION 911E TYPE 9PAgNG REMA.AS tII PiNR2NGro CARE HARDENED COA A O� GARAGEOOOR BUCK TONN-ICONIC. A ASVER TAPCON MASONRY FASTENER S t/r EMBED.. 4'EfUDST., 2'EDGE GIST. SGDPAL. ExT.- a T.SEENOTE ASE HArmENEDC04 NNL112'LONG. B'qC 9TAGGEREO WNOOWt000R/FASTEHPD 1 MOMA90M1- GARAGEDOOREUCK OMA9DARYIWNC. TEETAL t o1 WI WASHER ExPAN91aN BOLT 44.00 4'EMBED., 4"ERAGIST.. 3-EDGED ST. weroow swc PI, sEE.UTEA CASE HAfOE3um cOE NPLONG. roc AGGERED wnoowmooaPAsrEHED STRAPro CONTACT THIS ENGINEER REQUIREMENTS FOR SPACING E%I.SWNG DOIXI -2 BUx PT,4ENOTEe (lI3It - ASHEN 'TAPS tA.� EMBEO.CEND. ..11/YEOGEDSr. NONAEAWNG W000 WALL -C.9lA0 /1' E%PNN910N 24.OIC 4'EMBED.4-PTA] WASHER BOLT DI9T., 3'EDGEDST. PPP PTWNDOW &lq( 30°PRE 2t 9'OIC END.OIST.. t 1? A�PyT} /TB.'OTEWL, SFE DIWIWA9HER5 STAGGERED EDGE_ DST. •2 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DITTY 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 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. NGRONALD REAGAN BLVD. LOWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 wwwabdes4Mgroup.com AA N: 0003325 W 4� O uS � y4 C m y>�A MIL W 0 t7 i'i 8UBDIV. AC LOT: ABBOTT PARK LOT #3 BLK. #8 PROJECT# 04181.000-03082 MODEL: 4EBB "1828-CALL" GARAGE SWING* RIGHT PAGE: DETAILS 160 MPH EXP. C DEC p 3 2019 A its ►-T I r Lj 5/1 N109" I, A r w