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HomeMy WebLinkAbout7035 Silverado Ranch Blvd1828-4EBB—C.ALI QQ` rk kk c0c, HOMES���� 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .FBC RESIDENTIAL 8TH EDITION (2017) IINNIMUM Ivy ABC AIIRCCOONDITIONING MIIN. MANUFACTURER DATE DESCRIPTION ova* CDs0ED ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES -FLORIDA FIRE PREVENTION CODE 8TH EDITION •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES ADJ. ALT. AMP. eD. CL ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE M.T. MLrALTHRESHOLD MTMOUNTED MTDD. METAL N.T.S. ONOT TO N O.C. ON CENTER °VPIAS wnRic WWTE PG Cl-COVER SHEET PG GN- GENERAL NOTES °" CD'8 RE-1551ED 041A5 501% ELEVATIONS ADDED 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 .00CUPANCY - RBSIDENTIAI,, GROUP R3 •CONS?RUCT[ON TYPE - VB *MIN. DiPER[OR RIIDSH - CL133 B *BASIC WIND SPUD - VBR=150 MPH Vasa=116 PH •E(POSURE - B •1-STORY RESIDENCE - •2-STORY RESIDENCE -VAX. HEIGHT AS PER LOCAL AND STATE CODES CAa. CLG CLR CONC. CPT. C.T. D. DBL.DOUBLE D.C, DIA. DIM. OF. DP. DR. CABINET CEILING CLEAR CONCRETE CARPEf CERAMIC TILE DRYER DUAL GLAZED DIAMETER DIMENSION DEPOSAL DEEP DOOR PL PROPERTYUSHHTUN P.B. PUSH BUTI[N. PH PHONEPG PLY. PLATE FLY. PLYWOOD PR. PAIR P.T. PRESSURE TREATED IL RISFR RAD RADIUS RAG, RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLIDCOREEXTDR PG AI -FLOOR PLAN PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAS -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS °^s CDs IRE -SLED °IA5A5 FOOTNGREVISbNPER hLE0UE6 °"IN CDs RE -SILTED 02A%" ADDED CII®LE55 FOOTEII AT GARAGE DETAIL (FORT M'ERS) em/1% FLANMANTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: DTL. D.W. EA. DETAIL DISHWASHER EACH S:K SINGLE HUNG SHT. SHEET SETHO. SHEATHING PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED • .FP. CALL. S LIVRIG I'm 6a FT. GARAGE 430 Ed1 FT. ROLAND A. ABOUCHACRA ELEV. ELEVATION SHWR. SHOWER EQ. Sim. SL.. SIMILAR HXH. EXHAUST Si SLIDING PG WA6-WALL ASSEMBLY DETAILS AR No. 93723 ENTRY Ib ba FT. LANAI e. FT. EXY. F.GJFX. F.G. EXTERIOR FIXED GLASS FUEL GAS SL. GL SLIDING GLASS STD. STANDARD SwS SHEAR WALL A.B. DESIGN GROUP, INC. TOTAL 2362 Sa F N. FLR FINISH FLOOR SECTION TEMP. TEMPERFDGLASS 1441 NORTH RONALD REAGAN BLVD. FLUOR. FR DR. FLUORESCENT FRENCH DOOR THK THICK T.O.C. TOP OF CURB LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FTG. GA. GAR. DISP. FOOTING GAUGE GARBAGE DISPOSAL T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL Fax: (407) 774-4078 G.F.I. GL. GYP. BD. GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W, WASHER STRUCTURAL SHEET DESCRIPTION PG S1—FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR. HEADER WDW. WINDOW HOT. OR HT HEIGHT W/H WATER HEATER INS INSULATION W.I. WROUGHT IRON rNT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DRAWING / CONTRACT DOCUMENT 1 REVIEW VBUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR PG S3.IA—DETAILS PG S3.1B-DETAILS PG S3.1C—DETAILS AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD TIDE PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG SNI—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO " RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774-4078 wwwAbdeslgngroup.com L AA #: 0003325 ` a IP 1b SUDDIIV & XOTe SILVERADO LOT #60 BLK. #6 ]PIROJECT#T 4 2 .0 -60061 SwDzu 4EBB "1828-CALL" GAIRAGIR SVFW33 LEFT PAGING: COVER SHEET 150 MPH EXP. B OMER& NOTES 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 BTH EDITION (2017) UNO. Z 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 WINDSORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALLNOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-N INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302 5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.20 GAGE (0.48 MMQ SHEET STEEL V MIN. RICID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALLHAVE NO OPENINGS INTOTHE GARAGE. 4. AS PER SECTION R3026 8 TABLE R302.6: THE GARAGES BE SEPARATED ES D ALL H FROMTHE RESIDENCE ENCE 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 ROOM$ ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. 9111E WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACTTHE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH 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, LINO. 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." TNIM 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) 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 MIDST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 8- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MNIMUM AREA SHALL BE 8 FT . SQ. PLIomm i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. B. 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 P2803.2 EKT8= WALL COYEftlN06 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 FNISHEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 8 ASTM-C106312a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A 8 R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063- 11A AND R703.7. 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 AS DESIGN GROUPS SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesWngroup.com AA 8: 0003325 a a gill, O EILTmm ae Lo-A SILVERADO LOT #60 BLK- #6 []PltDJWT# 4 8.0-606 moDm. 4EBB "1828-CALI" OARAGN DVII1Ck LEFT ]PA4i& GENERAL NOTES 150 MPH EXP. B ARCFNTECT ROLANO A ABOUCHACRA AR NO 90723 DAVIT& 3/11/19 SCALTM 1/4"=1'-O" diem GN 3A' -A' ° - m - - ° M t 11, = - - - - o p Olin _ —' -`� ° 1�����11in . . ME - m - 11 I - . I- \ r - � i i ■ M �y m m - ° M Afl �;. . �� • Cm 13 ° ' ® I ��■ r1 m - °PER _ • - m CODE ma i oGMAGE ME - = .1 U' ° - _ - .._, ° ME - • mm ME I mm - .a �tUr1999E91In 0l/11° °IEEII° °1E999�P° I SQ.FT. CAM'S LNNG 1,828 Sa FT. GARAGE 430 Ea FT. ENTRY 16 8Q FT. LANAI 88 Ga FT. TOTAL 2,362 6a FT. COIf01BR AND CIADIIIO OD LOW BA/C ■D EIF081E FOII I E0010 WW OFEIUBI IODINE ZM 9I MMUD MA IEIMIIw AIDTIFE FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MEd. CRITERIA &GD. MIN. 41 5 23/-29 CRITERIA 16;; OAD. It2 5 1 20.4/42.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.-B, 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, COMMDA19 01101,1111 TOP PLATE 9 M A BAR DETAIL ALE: V2'•I'-0' ARCH DTL. B SCALE, I/1 • I'-0' FLOOR PLAN SCALE, 1/4' " I'-0' NOTE, -2-8 LOUV. DOOR UU/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETtA9N PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN, -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EMIPPED WITH 60LID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN T14004 &8, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE66 THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOOR&. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407.7746078 FAX: 407-774.4078 www.abdssWkgroup.00m L AA A: 000332E , • • o a It gummy to LOT: SILVERADO LOT #60 BLK. #6 11pnoamTiv 04128.002-60061 K01031ou 4EBB "1828-CALI" GAnAOs swnak LEFT PAGIM FLOOR PLAN 150 MPH EXP. B ARCFNTECTs ' STATE OF Roues A cRA AR NO 93725 SI314�T Al BLDG. HGL. FYPON LVC OR EGUIVAI -.^.LIT-III LAP SIDINI SPEC) C 4' FIE BAND C 6' BOARD C - 1' - - �� �'�� �I ■■ ■■ r. 1, ■■ ■■ � o - -- ' � �I�I ICI ICI ICI ' �f7■ �II�I ICI ICI III rlr.Rsrlr�n� FRONT ELEVATION SCALE: V4 - I'-0' TEXTURED FINISH OFF RIDGE T I-- AREAOFATTIC 2354 SQ. FT. NET FREE VENTILATION AREA REQUIRED • 7/30D REQAREDVEWMATIONAREA 230//300 • 73P VENTRATNIN AREA X SQ INCHES PERFT. Ilwl • U134JI SQ N3. MIN. REWIREDVENRUTION • .Sx 113472 IN UPPER PORfM]N OFATTIC 5935 SO, W. OFF RIDGE VENRIADON AREA • 115SCLIMPERVET 903P 1115 TDTAIROFVENISREQUIRED • 493357 T17FA1POF VENTS PROMOID S -AREA OF ATTIC IS THE PMMR9t OF THE HOUSE. LESS THE GVBMNG (E17ERIOR OF WALLTO EUERI Xt OF WAIL. OFF RIDGE VENT NO OVERHANGS INCLUDED) 0'-0' BRCS. I-GT. ralcs -;im m[Fl --- I■■ [ELM] - -pp IN 11 =mlcirtr a� —1 OR- RI® REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH v N FIN. FLR ''' JNF15 __________ _______________________ LEFT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT 8'-8' BRG. HGT. v FMININ. FLR .4 GRNl- -- ----------------------- ------'------------ RIGHT ELEVATION SCALE. 1/4 - I'-0' TEXTURED FINISH -0. s'-s• Bites. HGr. r m' DECO. DTL. A WALE: 1/2.1'-0• •1 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes4Mjproup.com AA N: 0003325 o b asumm as IATs SILVERADO LOT #60 BLK. #6 PROaMT 4 -6 6 molmm 4EBB "1828-CALI" GARAGIN OYnNG l LEFJEXP.B PAGI1 ELEVATIO 150 MPH ARC) RE -CT �- fCPill" A.A AR NO 9370 rpaluT Dw3/11/19 aQAIM 1/4"=1'-0" IN M" A2C ELECTRICAL LEGEND GYM DESCRIPTION -16- TANDARD SWTCH -IWY SWTCH -WAY SWTCw I MER BWTCH HE MUTTON ISCONNECT T TAT IN A.: RECEPTACLE (E5VAIC-AMP INGLE POLE) =0 IVY DUPLEX RECEPTACLE =0 IOv DUPLEX RECEPTACLE (EOUIFT'ED TN GROUND FAULT pJ WTAI'PER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO 84MTCH) 41F XTERIOR WATERPROOP"I CEPTACLE (GRAND PAULT INITERUPTER) IDV OUAOI-LEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 0V RECEPTACLE (4 WIRE CTOR) 1-0 hiAl L MOUNTED LIGHT ILIN6 MOUNTED LIGHT ENT LIGHT LIGHT SCONCE PRE•WIRE T PAN WITH LIGHT (I CFM PER SO. PT.) am MULM LIGNIT FIXTURE 40M 14 MULE LIGHT FIXTURE BUILD LIGHT FIXTURE ' TRACK LIGWN6 TT IC L&4T WITH PULL CHAIN IN ER CABINET LIG14T ® k4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LIGHT (SURFACE T) L,Wl'x4' FLUORESCENT LIGHT (RECESSED) x O IRECESS LIGHT 00 GE86 LIGHT (VAPOR PROOF) ILIN6 MOUNTED LIGHT IUITN J-BOX OPT. PAN DAT ) X (WALL MOUNTED) RP X (CEILING MOUNTED) NGMOUNTEDPAN PAN (I CPM PER SO. PTJ yklHONE JACK Q DETECTOR (CEILING MOUNTED) IN'E6 OUT TV JACK 1a PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS A PANS TOME VERFlED • HOMEOWNER PRE -CONSTRICTION MEETING. • ALL M 4 20 AMP BRANCH CIRCUIT6 To ME ARC FAULT PROTECTED PER NEC 210.I2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUT. • GR •ISLAND (NOT ON KITCHEN CIRCUIT) • D16NU46HER DISCONNECT TO ME LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN CAPACITY OF 50 CPM NTER9ITTBJT PER TABLE M009A CP PBCR 6TH EDITION (201) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT•NTERJPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIR0§6 METHOD SHALL ME NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO ME TAMPER -RESISTANT TYPE • ALL LAMPS SWALL BE SELECTED BY PA111 nFle AND 15S OF LIC4HTNG MUST EE ENERGY EFFICIENT TYPE PER PJSL ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 6th EDITION R404J -------------------------'�V. OPT. COACH LIGHT ELECTRICAL PLAN SCALE, V4' . P-0' MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN ®EaO�,!'.'rT� ®oo*�mEo Ems �01'.L">•O0® ELK=sm:m E2,f01�^T^'��E�it• EtEI���©� R.e7EVE0'.�L:.LiIEE7IE{a EIE7EE81E(�OEIF� �Q�Q©© Iv ■SFII4EF'.1•"1'"� EEI7EEf tI1•EEI7'T�(T mm�oo �Ei:>•E4E*"1• ®om¢rIEvm O��Q�® Ez ©oocT�Om mm EL.7 E 47 ©0'^• om��aasly ems© moos* gym© m —,• - �...:- -T .000 mmm IE�E�E�C^_��IE� �7� �lE�EEEl s© sR� 'R1•R>•L�R7• R>•R>•RRRL�� ELM MUN t.J•Ret_)• R R>aRri� E�s{•�L �okm sca !.i•t•���� a_a_��-�s�E� Q©©©� at �ass� ���elEa�tlEli ��_ss•a_ . ..... El O Rl• Eaaaaaet:<+ t!]EtlFlt�'^ F4WVIOE 302/0 CU, THM • PW CU N 2' CONDUIT OR 3 �4/0 AL. TNNN • 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANG.1 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE MO AMP DISCONEGT SWTCH AND IM/240 VG GENERAL NOTES, M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MILD COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tJN PANT EDITION (20111 LOCAL CODES, AND ALL LOCAL POWER COMPANY REGAREhETT6. M0A47P M. ALL CONDUCTORS SHALL 8E TYPE TNFWTHWN UNLESS NOTED OTHERWISE. TELEPHONE SERVICE ENTRANCE ECAIIA•!NT POWER COMPANY TRANSFORMER INTERSYSTEM BONDING TERMINAL AT LOW GRADE r VOLTAGE CONNECTIONS PROVIDE 150 AMP, QOQAO VOLT, I PWABE SECONDARIG ELECTRICAL 6EWACE. PROVIDE 3 9 COPPER CCU) N 1-1/2" DIA SCFIEDU.E SO PVC CONDUIT OR PROVIDE 3 7/0 ALUMNI" CAL) N 2" DIA 60NEDULE W PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH T1E ELECTRIC COMPANY PRIOR TO 810. CABLE TELEV1510N SERVICE ENTRANCE EGYAPMENT 1 '4 OU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS O' THE FBCR 6tI4 EDITION (20fl1 SAW" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAOAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes4pigmup.com AA M: 0003326 A b �TT 1tQ�� SID to ER mmm a IATs SILVERADO LOT #60 BLK. # 6 04 002- 1 moD"s 4EBB "1828-CALI" oAltAos OWnMt LEFT PAGM ELECTRICAL PLAN 150 MPH EXP. B Dmm w3/11/19 SCALM 1/4"=1'-0" onzw E1 2' VTR \�'�- KITC14EN 2, VT SINK OUVENT Ink- 1/2' 1 �\ i IRS r I \1 1 l 2' I 112-(2 "'�`� I�.I LAV a I LAV I TUB I I WG 2 2 SHLLfi 12' WASHER el J y. 3' PLUMBING RISER DIAGRAM PLUMBING PLAN Sc 4.1-0' To 1441 N. R014ALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbde WWoup.com AA #: 0003325 � Pi P4 mWNpt�IpY g SILVERADO LOT #60 BLK. #6 4128.002- 006 W0DZ3W 4EBB "1828-CALI" GAFtA0a ewnak LEFT PAGak PLUMBING PLAN 150 MPH EXP. B ARCHm r. �i Rol=� AR NO 937=1 nA �` 3/11/19 a1CAzz: 1/4"=1'-0" a llmuff P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NPPA SCA 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (201T) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO ECUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILNG OR WALL PENETRATION AND 15E SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS, AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WATH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DEF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR OdRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILNG EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR ® THERMOSTAT i9 PASS-THRU AIR GRILL NOTE. ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONIC. CONDENSER ATTIC W/ (2)-3A(s'X2' TAPCONS UNIT SIMPSON WD ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4'CONCRETE SLAD %XI 1/4'SHT. MTL. SCREWSSUCTION AND LIQUID AIR SUPPLYy REFRIGERANT LINES CONDENSER UNIT AIR HANDLERy I CONNECTION TO PAD EXTERIOR W4LL y 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD n' FROM STRUCTURE EVAP. TRAYy PVC SLEEVE TO LIDS BELOW SLAB T REPIRIdERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER F5CR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FM. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG ——FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G OPTI/SPEC QFLOOR SLAB CLEAN —OUT ( YR. FN.GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN —OUT (TYP Em MECHANICAL PLAN SCALE, 1/4 . P-0' NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE P.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www'abdes4pi&ouµcom AA 8: 0003325 h r 0 $8�8� Will aa a all Bumly. a L01'i SILVERADO LOT #60 BLK. #6 F%wJwT/ 04 .002-600 1 1 o=u 4EBB "1828-CALL" oAVtA0Z OlFW01 LEFT PAC21: MECHANICAL PLAN %150 MPH EXP. B STATE OF R-OFMI 4. 11 AMR 907M PSIDIT DATak3/il/19 SICATM 1/4"=1'-0" a3lio'P M1 2X4 TOP PLATE PILAN T. ' PRFi-ROB TRWBS 10' CLA, BOARD ' LIV DRYWALL T'Ar 2X4 WOOD STUDS 024' or_ FIN. FLR s o:uvo m PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON-BRG.) D1 SCALE: 3/4'-I•-0• FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R605.1.1 ON I}' O$U5. SHEATNMG OR k COX PLYWOOD SECURED PER FASTENER 6C.HEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/1' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S/a- GYPSUM IN 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 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4*-1'-& SEE ENERGY CODE FORMS NSULATION R-VALUES REFERENCE STRUCTURAL '—R-4.I INSULATION L WINDOW ATTACHMENT AS PER MANUFACTURES � SPEGIFICATIONB r REFERENCE . STRUCTURAL b:2 P.T. FURRMG — STRIP6 • 24' O.C. S' Cm 1/2' GYP. WL. BD: WOOD BASE — FIBERGL.A66 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, NOTALLED PER SECTION R905.1.1 ON CAB. SHEAT14IN0 OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' TNICIC. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR;_ _ _ 0'-0' FIN. FLR a a. . 'a 4 N W/ WINDOW OPENING a TYP. WALL SECTION NO OPENING NOTE; PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (�:)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE, 3/4•-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6'15T !N FOR 4Y LN : 2 GAS LINE THRU BLOCK —.,— FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, NOTALLED PER SECTION R80S.LI ON l' OAJ5. SHEATHNG OR ?I' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED 8OFFIT pw" PRE-ENGG . ABLE TRJ88 WEEP SCREED � -x 2x P.T. SECURED PER STRUCTURAL DETAILS U h C� � � � � � ipOOT.4!Op�O•.41��iD ' .••.D-'i-ei�i' Pale OALv Tan OValu4aaAD DOOR Irm. .1Rrr.K TRAOC aM 07"m A�47gD TO Lan Pod" TCK PIA= IM I V FraouaT APPROVAL 1e a GARAGE DOOR JAMBS D1 SCALE: 1 1/2'- 1'-0' 2x DLOCKMG BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBAC'.K AT ALL UPRIOR PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS— CONT. 2x RAT RUN SECURED PER—// STRUCTURAL DETAILS J/ SEE ENERGY CARE FORMS FOR INSULATION R-VALUES ,PER ELEVATION S/S' GYPSUM BOARD OR IR' HIGH STRENGTH GLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRMG— STRIPS • 24' O.C. 1/1' THICK 2 COAT—J-- V2' GYP. WL. 130 - PORTLAND CEMENT PLASTER APPLIED WOOD BASE — DIRECTLY TO MASONRY 0'-0' FIN FLR S'CMU a' ti. ..a W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R605.1.1 ON J' OAJ5. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TMTL. DRIP EDGE i2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. LADLE TOM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 _0'—_0' FIN FLR a � B TYR WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL .� &C.", 3/4'.1'-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407.774.4078 www.abdesWigroup.00m AA M: 0003325 8 e n 0 atT=ly at m7m% SILVERADO LOT #60 BLK. # 6 PnDJWT 41 -6006 uopmu 4EBB "1828-CALI" GAP 4019 EVfD i2 LEFT PAGIM DETAILS 150 MPH EXP. B MIN. TO BILK UV (2))OW A -MOLTS 4' EMBEDMENT MN 4S66M AND NUT SPACEDEVffKT FROM BOOR TO D�me�■�YE!■l� NJ N ---- - - -. // LADES 77t6 QJ4UAdE DOOR OIY.IC UV (S) ® );W A -MOLTS 4' M-OffOMEW MN. UI/ 79O Y:4.01CR .MID NUT SPADED T FRFLOOR M GARAGE DOOR MDR N JOINTS PRIOR I FWL1r4'J< I-0PT BXi LOCK 0 CENTER OF ® DOOR MEADER WKI)Jj'XS' J-MOLTS 4' mlowmw UV Y) I)GI ULLBHDM AND NUT. ® 610115, � 81 r ALL L BE IN ACCORDANCE TO MAMPACTLRER•S INSTALLATION INSTRUCTIONS WERE BUCK NSTRUCTIOI 6 ARE MORE STINN21W GARAGE DOOR 1 BUCK ATTACHMENT 4n., .. ', r___T Lei 4 1'X4' OR 00' P.T. NAILER Ix4 P.T. OR 1/4'X4' MIN. El SECURE TWIIU PRAMS 4 EXTEND I -A INTO BLOCK ❑ W/ %' TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y; WITHIN 6' OF EACH END 4 18' O.G. MAX SPACING \`-DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOT& SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +9 4 OR +5 4 iA wLRDoe TD BLACK +S/ OR +5/ SCALE, N.TA. 2X4, m SECURE TO BLOCK W/ Vjr' TAPCONS, OR (MIN. SHANK SIZE .149 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 IS' O,G. MAX SPACING. 2X6,m SECURE TO IS W/J- , TAPCOWMIN. MANIC SIZE 145 MIN. HEAD SIZf1C*0 MN. EMBEDMENT i Ys') WITHIN W OF EACH END 4 &' alu IS' O.C. MAX SPACWG )j' DRYWALL 2X8,® VX4' OR VX2' P.T. NAILER 6EA� CURIE TOBLOCK W/2-%' CASING (MIN. SHANK SIZE J, MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHN 8. OF EACH END 4 MANIFACTURES DETAILS. Is' D.C. MAX SPACNG. NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1 �LZ 11DJ A TO BLACK +1-1/ 2X4m SECURE TO BLOCK UV ' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X WO G. MAX SPACING MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK WR-VA' NON-STRUCTURAL V(a' TAPGON6 TAPCON MIN. 14; (MIN• SHANK SIZE U45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENTIY�) 'DRYWALL WITHIN 8' OP EACH END 19' O.C. MAX SPACING. 'X4'OR Ih0' P.T. NAILER 2X6,m6E PTO BLOCK W/2-%.36'Ob.B. X 4' MIN. (MIN. SHANK SIZE.145DOOR 'fMANUPAC CASING MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I)4)ATTACH TO 7X PER 8' OF EACH END 41 IS. 8 DETAILS. OJ I6' O.G. MAX BPACRJG. NOTE, SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED )A') �� /nl DOOR AMB BjBDCLOCK 1118/i8p" `' SCALE, KTb. 2X4,m CURES TO BLOCK W/ V4' TAPCCN6 (MIN. SWANK SIZE .WE MIN. HEAD 61ZE 300 MN. EMBEDMENT I Y4 ) WTNN 8' of EACH END 4 NOTE, STRUCTURAL 2X US" OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X0m SECURED TwIlto H SECURE TO BLOCK W)2-%* NON-6TRUCTURAL V4' TAPCONS, TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 6. CM 8' OF EACH END 4 DRYWALL JS• DRYWALL IS' DG. MAX SPACING OR I'X2' P.T. NAILER 2X84m SECURE TO BLOCK W/U-V OOR CASING TAPCONS (MIN, SHANK SIZE .145 Mrf,L HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT 1 Yi)—ATTACH TO 2X PER WITHIN 6' OF EACH END 4 MANIFACTURES DETAILS. IS' Or- MAX SPACING. NOTE, 6WM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2 4" N TO BLOCK +2 IX 2X4m SECURE TO BLOCK W/ V(y' TAPCONS (MIN. SHANK SIZE .145 MIN. WEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 STRUCTURAL 2X 16' MAX 6PACttJG. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SEA N0N-STRUCTURAL V(.' BLOCK LLV2-11(r'TAPCON PTO MN. 144" (MN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU ek MIN. EMBEDMENT I Y4) DRYWALL WITHIN 6' of EACH END 4 16' O.C. MAX SPACING. OR OR Ihd' P.T. NAILER 2X6m SECURE TO BLOCK WV2-%* TAPCONS CASING (MIN. SHANK SIZE .145 r-DOOR MIN. HEAD SIZE 300 MIN, EMBEDMENT IV) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER UY O.C. MAX 6PACNG. MANUFACTURES DETAILS. w,a. oa»,mean To I.,.. w. aw nm eaamdn DOOR JAMB TO BLACK +3" F' SCALE, N.TA. - - 2X4m SECURE TO BLOCK W/ W., TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 ?4') WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X I6' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL VL' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-)4' U45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. OF EACH END 4 8, CM Jj• DRYWALL 18' O,C. MAX SPACING. 2XN® El I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK Un-V6' 2NO 2X SECURE TO TAPCONS(MN. SWANK SIZE STRUCTURAL MEMBER J45 WVl2)12d WITHN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 6' Or- MAX MIN. EMBEDMENT IA') oOP: CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW IW O.C. MAX 6PACNG ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, &HIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yl) DOOR JAMB TO BLACK +3" F +" 2X4m sECURE To BLOCK W/Y; TAPCON6(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IB• O.C. MAX 8PACING. SECURED THROUGH 2X6,m NON-6TRUCTURALV4' SECURE TO BLOCK W/I-1/4' TAF'CON MN. 1-Y4 TAPCON&MIN, SWANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 6, cm MN. EMBEDMENT I Y;) • DRYWALL WITHIN S' OF EAC44 END 4 IS, O.G MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XINm SECURE TO BLOCK UUl-1/4' 7(a' OAS. X 4' MIN. TAPCONS (MIN. SWANK SIZE .149 DOOR CASING MN. HEAD SIZE 300 MN. EMBEDMENT I )4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 1 ATTACH TO 2X PER W D.G. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3-7/18" W C' SCALE, KT . +3-7 2X4-m SECURE TO BLOCK W44 TAPCONS, (MIN. SWAPIK SIZE .145 MIN. HEAD 61ZK 300 MIN. EMBEDMENT I Y4) WITHIN6' of EACH END 4 NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V&' TAPCON6 TAPCON MIN. 1-)4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 Jj' DRYWALL b' OG. MAX SPACING. 2X64m 11 I'X4' OR I70' P.T. NAILER SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) DOOR JAMB OR WINDOW WITHIN 8' OF EA04 END • TTACW TO 2X PER 18' O;C. MAX SPACM A MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" HWZ R!N 1F B K +3 334 ' JI • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdoeigngroup.corn AA M: 0003325 na 0 a sysnn►. a• LOTS SILVERADO LOT #60 BLK. #6 P 4 .0 -60 6 MOD=- "1828—CALL" GARAGN 9V fEI?fM LEFT PACRI: DETAILS %150 MPH EXP. B `s►A �` 3/11/19 QCALIC: 1/4"=1'-0" s!!■ZT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 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 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLS5332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 1S353.1 MI WINDOWS& DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 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 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FUSS. CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W. FLORIDABUILDING.ORG CONTROL DATE:01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 , g i � 0 a c dLJ'aIV. I. T.071 SILVERADO LOT #60 BLK. # 6 PIMJMT* 4 8. 2-6006 ncoa� 4EBB "1828—CAU GAIIIAZZ dw1N0: LEFT PAGO PRODUCT APPROVAL LISTING 150 MPH EXP. B PIIMROPN M CONTROL JOINT FLAMM OF CONTROL JONTS Td BE MRED TEO TO LATH • W OL. MAX (VERT1 NOTE,, DO NOT FASTEN CONTROL JOINT TO Yt4LL EVEN F DTID EXI616 BEYOND 0CIPT STAPLES SV SORCI CONTROL�JOI TO ��. OATHS INSTALLATION ------ FASTENERS To M MACEp-•--� • T' OL. MAX VERTICALLY / 'LTNIIiCr, 3 COAT CEMENT WRIS LAYER 02. POWPIBER BULOM PARR APPROVED METAL LAIN PASTENED 41' (VERT.) OD. MAX AT 61JrPORTS WPM LAYER -L 6TUC(C WRAP 91700 SMEATMMB \ LATH SHALL NOT OIP TK BE CONTINUo116 v To v v To s TIAROU414 CONTROL JOINTS BUT Old STOPPED AND AND TRD AT EACH SIDE. FOR ASTM OW61 PROVIDE 2X4 BLOOCNG 1J0J t PLACED PLAT MAX. 6' TO 0' vjffm\ PROM CONTROL JOINT W#:N " CONTROL JOINT FALLS ON STRUCTURAL 6TD A6TEiR6 FOR LAIN TO M NALS OR STAPLES N COMPLIANM UV AST1 CW63 / 2. UM TIED TO ME (NO. 10) 00415' WRE & ISLOCK IS DNORIN MAY DE N ADOITIq� \ TO WALL 6TUD6 REO16RED RR PLAN / eta OL 1CLD tIAl11� a PT. O t FOLD Pt. A L CPSAM . F4. S P. tiAEE • M. C swe'ALE nod atl - ORP EOM, &AN aia EXI60 W ImIUN am"7111,I11,MIII GALLY PA&M a' OC MAX NOm, APPROVED OUILDN6 WRAP SWILL BE LAPPED A MINIMUM OP 4'z4' SELF-AD1'ERM4 MEMBRAIE 6 6' A VERTCAL LAM (ROLL FLASHINS (COMPATIMLE EN ENDS) P 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS NEED TO SE TAPED LATH VERTICAL LAP TO BE V APPROVED NOUN WRAP. WITH PORTIOER BNEATNNG TAPE PLASN61t1 TO lX1Eb ONTO PIPE I .. / \ P OR L06 PIPE :. 6Sr6. GEL (COMMRNS E V M Mi / \ PENETRATION FLA6MMA (COMPATIBLE W/ 4* GS:: � WRAP MATERIAL) OVER 4Sa1' SELP•ADWERR16 MEMmIYAM RADNINti OVER APPROVED r MN LIP - MTAL LAM MOM \ •'G;'ti;a�ii�:<' FLAG: '- tD ott�n dtD PnsS X X X — — — OJT MC OVERLAP ONE SIDE OF METAL LAIN 6�NADHERNd MEMDRM6T CUT AND OVERLAP ONE SIDE OF a•r SELP-ADO HERING ME'RME MIND LAYER 1 I r TMIM A COAT CEMENT STEP "I EP PLA6NIt3 6TlCCO WRAP I PLASTER L WID UIRti METAL ATH 67UCC0IBRAP WRm LAYLAyER -J, PORTlIBER / I WIND LATER % PORTFIBER ORB LAYER Q. PCRTlElR L BUII. PAPER EUILOM PAPER RJOftl PAMR i I METAL LAN WRIS YE 6TJxAR -L 61r6' SELP•ADFERN3 MR6DIRNJE PLASHING OVER 41t4' SELF-ADI'CRMG MEMBRANE INSTALL PASTEPERS (CUM. PLAOMNG OVER APPROVED WOOD 6MMA NNS STRAPS, STAPLES) AS mom M'M• REMAND TO SECURE PLASLISIe. 1e l=111 eNTe PIPR PPW WRE TO FROMS(G 4'z4' SlLF•AIDMERSG ME'ElRANE PL46WNS OVER APPROVED HOUSE WRAP. I. Mw LAM PLASMN3 TD Ex1QD ONTO PIPE LAP. 4. O`.4R p ALL LM (-oVAPER A NY V CO. BEAD OP SEALANT I INSTALL APPROVED NOURKKAP AIR INFILTRATION GAMER OVER 6FEATIN3 tLMTOMERIC COATNS OVER STUCCO/ C.V. PNNN (6EE TYP WALL SECTION! VERTICAL LATH & PAPER DETAIL WOOD 6TID6 SECTION PER SECTION RAT EgrbrliStERk IIIPIIIYS 6WAT14NS Exterior use of portlaol cent Plaster SIDE LAM OF METAL shall comply with the epplwlim PLASTER BASES SMALL requi—raa of ASTM C 526612\. EE SECURED TO OUILDNS FRAMIN2 M@'lER6. PAPER e�nu Installation of exterior WWV aril It mkV THEY SMALL ME TED shall comply with ASTM C 1063121 BETWOR( SUPPORTS WIN 00410-N (LM-I'M) 6TUCC0 MGar• - LAM WRE AT INTERVALS NOT a• LAP - 1- P MOTE THAN V (TJS-PASS. AS, R ASiM G660 ® KICKOUT 3A PIPE PENETRATION DETAIL (FRAME) PORK REPAIR HORIZONTAL LATH N.T.S. DETAIL INMAY eY`AE PTCR ATC44M TEA1tl TA & PAPER DETAIL IJI41pEE Ww TAP! PER MAN~. arse. OR PEEL A 6TICK WOOD SHEATHING OR CMU LCOMAN•".6 WRIS LAYER 01, A. CIIIIIIAIE - PT. a �� STUCCO WRAP (FRAME ONLY) 4. A" far. C ONR In. a "Ll.n f. a TaYGH" O 6 ® J' THICK, 3 COAT CEMENT ' PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) LEGEND R' METAL LATH (FRAME ONLY) C t LAP WRIS / TAPE OVER DRAINAGE PLANE (UJRB 0 wTee 'LAP"' ,wn ROOF/WALL BGREED LAYER 01, STUCCO UJRAP) lm # s'X9' 'L' TYPE CONTINUOUSUr UJR5 LAYER #2 (FORTIFI5ER — — — — — — `O'"P�.nII(aFtiMTaD.T AL FLASHIWx l(NAAIIL TOTROOF DECK NOT BUILDING PAPER) 00LAYER '°•MWr� EUILONS PAPER eamon OAIY) � WALL SHEATHING) WELAYER al, CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X Duo~"10"&L') INSTALL WITH ROOF CEMENT LAP LAYER( CP NALDSN rraP OYw �tlA<tlbL P�LAAll NOP .MN�.1f t�F1# P&T) . STUCCO law" on cm 66 YALL PLAA1M y �I I CENT ROOF EMROOF PER ELEVATIONS WOOD SHEATHING Oziiu N.A6+nls SELF—ADHESIVE FLASHING \ NOTE: METAL LATH: LATH TO 5E PER SECTION .aLc.IR, DD ua en) `""'W"""T°`L"°�`�` R-03.1.1 / ASTM C-64i-0S, MIN. 2.5 LSS. IQ�L i�F`6+E�T600"0 IIaOP P PER SQ. YARD (UTILITY OR NOMINAL wmW "L" LATH DOES NOT MEET SPECIFICATIONS) rJ FLASHING O N.T.S. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 327E0 PH: 407-774.6078 FAX: 407-7744078 www.abdas4pgroup.com AA 6: 0003328 4 v sysn:v at i.Dai SILVERADO LOT #60 BLK. #6 PBOJWT 04128.00 —60061 m*pXU 4EBB "1828—CAU" UARAGS 8WIMM LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B I)ADrr A 3/11/10 NCALIM 1/4"=l'-0" ssEE'r WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER . TOP, SIOE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1 E EXHAUST. 6RCILIEN,,,E OF PLASHING TO BE, L BOTTOM, 2. SIDES. I TOP VENT GAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS,. E-Z DEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAI'E AND STUCCO 2!L L SID Sl CAULKING a JOINT PER SECTION R70&7. 641a rl MNna a Exterior use of portland cement plaster shall comply With the application requirements of ASTM C 828.12A. Installation of exterior Iahng and framing shall comply with ASTM C 1083-12A. WRS LAYER -1, • ._;K STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER O, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) in NOWE DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, 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 6 TOP ! SIDES 0 DRYER VENT VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUCnH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF, SPECS) 15UILDM PAPER — UNDER 'QUICK FLASH' (-A--)VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/SACK- ROLL PRIOR. TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES "O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WIRE, LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z BEAL OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOW SHEATHING WRB LAYER st STUCCO WRAP WRB LAYER 4, FORTIFIBEM BUILDING PAPER METAL LATH • VS' TF.XIURED PHSH • WOOD -PASTdd TO WOOD STI1IUCTI/6AL MB'bER • Y O.C. MAX ]�• ro J!' nlD-waL� 6' WIDE STRIP SELP ADFESIVE PLASHING, CLEAN MASONRY E MORE AP'PLYNG HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER 9, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANEFLASHNiS OVER BOX AND OVER AP 'lull URB LAYER 5TEP 1*1 5TEP 02 MI WRB LAYER h, WRA I ': P STUCCO P APPLY 60 MIN - GRADE 'D' PELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5TEP #3 C MEEMBIRANEILASHNG lei WRB LAYER 02, FORTIFIBER BUILDING PAPER 5TEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STET= 05 STEP 1*6 @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdoe4pWoup.com AA M: 0003325 U b x a Y V a M gsill Isysaiv as Los, SILVERADO LOT #60 BLK. #6 PROJMT, 04128.00 —60061 �oam� 4EBB "1828—CALI" GARAG]Q R7IiNG: LEFT PAGR WALL ASSEMBLY DETAILS 150 MPH EXP. B DrawT A3/11/1'a SCAIM 1/4"=1'-0" IsxC" WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING - - - - - 2 1/2' k CORNER BEAD (FASTENER 4 SPAGIWs ® 1' O.G.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 92780 PH: 407-774-6078 FAX: 407-774-4078 www.abdmlgngfoup.com AA M: 0003325 8 I I Q 15i ,>z 21 4 svansv a� =,oar SILVERADO LOT #60 BLK #6 PROJECT* 4 2 2- 006 acoaa:s 4EBB "1828-CALI" OARAGZ mnyINM LEFT PAOR: WALL ASSEMBLY DETAILS 150 MPH EXP. B WATE OF JASOUCKAACPA l1�I1 DA i 3/11/19 sCALM 1/4"-1'-0" WA3 LEGEND DRAINAGE PLANE (U1R5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BJILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — BWOW EYOND ecipo�1ON WOOD 6MEATMM6 WEATHER AE810TWE WEARIER M i uaWA eeeie �erorlvE � \ !1(�' 3f 9 Ya' LAIC OIDM6 I'LA6NRY�HEIiM6 u's I�vIAL.sDWIR*l3 LASHINSf `` 1 WEATHER WEARIER RMTWE STARTER STRIP / `� �\ BIER (RESISTIVE •• BELF-AOI- R _ . rLAOMMdi \ "VD PETAL GALVD METAL ":� ►LAGWM6 7' FLABMM , XD` rr� ABIN& I r x i. aMLATED Ui3OD TRIM tWmwm MAL OAP UYGdLKMG OR APPROVED BEALAN► CASM t: SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REARAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.com AA 8: 0003325 a 2 gin so 4 aysaiv & LOTt SILVERADO LOT #60 BLK. #6 PROT* 4128. - 0 6 woas=s 4EBB "1828-CALL" GA3lAGZ ErWngM LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 3 D TM 3/11/19 OCAIM 1/4"=1'-0" s>�aT WA4 00 —2x6 SUB-BANb W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK —DRIP EDGE !�\ I\ —1/8' TEXTURED I \\ FINISH s WOOD I \ 1/2' TEXTURED \ FINISH s CMU \ Ii V METAL FASCIA \\ WRAP 1b' FROM \\ J STUCCO, I' FROM C R \ --- WOOD WALL \ EXTERIOR WALL \ \\ // (FRAME OR CMU) \\ NOTE: NOTCH FOR 2Xro II SUB BAND ONLY 1/6' TEXTURED FMISH • WOOD, V2' TEXTURED PIN16H • CMU METAL LATH METAL FAOCW WRAP WOOD SHEATHING oft cu WRS LAYER fl, STUCCO WRAP(FRAME ONLY) - WRS LAYER 02, FORTIFISER BUILONJG PAPER (FRAME ONLY) 2X6 am ROOPMG CEMENT DRIP EDGE ©PL f�'!N � METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I. OFF WALL (NOT INTO STUCCO) \� I '1/8' TEXTURED FINISH s (WOOD, 1/2' TEXTURED \ / FINISH is CMU . 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ® L E V,a,T I ON 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/126 NAILS ('J'-8' O.C. MAX. 2x SUB -BAND W/h'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x .. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x I - x x xx x x x x x x x x i 1: FRAME OR CMUix /xxxm x x x x x x x x x ' x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) E - METAL FLASHING, WRAPPED I' MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH s END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL �U -ROOF CEMENT s ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK- OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdaalgngroup.00m AA k: 0003325 0 a a a k � � 180,01 a. IAT: SILVERADO LOT #60 BLK. #6 PROJMT* 04128.002-60061 McOaalA 4EBB "1828-CALI" OARAOM BVWCk LEFT PA43s: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B ARCHITECT. STATE OF FLORA ROIMD A. ABOUCHACR AR NO Y072S DA J& 3/11/19 sCAI.10 1/4"=1'-0" sr> w WA6 O 28'-8" — 1 — — — — FM-12X12 — — FM•12X18 _ 4" CONC. LL I SLAB IFI w F-24X24� J a F— 3 12 LL I 10 1.1 , EXTEND FM i SLAB 1 1/2" Id I 1 I I I +2p^ TOP OF I . SLAB ILL I I I • •I I I I I I• I 4" PVC CHASE —LE-1 I I. 5 12 � a" i I ' 1T-0" 2'-8" I� I . I ILL o I EXTEND 1 2 SLAB 11/2" 1.1 -- FM-12X18 :21� ri 4"CONC . Ii• — -7 x ly w SLAB oa I --31Q 3'-a" ILL �y i I , * 71t2 2 b — J I 1 1 I MC-12X18 FM-12XIS FMC-12X18 L — FM-12X18 J 4 4 2'-8" 18'-0" 2'-8" T-10" 10'-2" 21'-4' 4'•4" 14'-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" = P-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0%0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION+-d-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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL DRAWNGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WNDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWNGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWNGS FOR WALKWAY SLAB LAYOUT. 11.17NDICATED #5 BAR, EDCCATES N8 BAR, INDICATES 47 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 (M5 = 30", 08 -301, 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 k5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT (JW00 PSO, UNITS LAID IN RUNNING BOND. 10. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" OrC MAX. SEE PLAN FOR VWMA SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 84W1.4X A OVER GENERAL 3 12' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WTH 3d' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101' - 's FM-12X12 12" CONTINUOUS 12, (2)*ft FM-12X18 17, CONTINUOUS 18' 2 itSs +d-0" FM-1808 18" CONTINUOUS 18" FMC-12X18 IT CONTINUOUS 181' - O 96s VARIES F-24X24 24" 24" 17 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-4078 FAX: 407-774.4078 www,abdesigngm up.com L AA 11: 0003325 - o �a il01 ma-6- el avaa:v as Loan SILVERADO LOT #60 BLK" #6 PRoamOT 4 8 — 6 movlou 4EBB "1828-CAI I" GARAOR STIFIN : LEFT PAGm1 FOUNDATION PLAN 150 MPH EXP. B Dw 3/11/19 aCALM 1/4"=1'-0" a3smmT si 30" MIN. EACH WAY MONOLITHIC FOOTING t � A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE d a STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND — .. q !'q aa: AND SPACING REQUIREMENTS 0 SPACING REQUIREMENTS ,�•• 111 • ,, q— I''y� ''I .{..L': "._..' GARAGE DOOR RECESS a a W Q F-�+i n I11 Iqr s_ = co - i B" CMU WALL O 8" CMU WALL I•, �� CORNER BARS, SAME SIZE AS BAR W w g' "' - I IN FOUNDATION WITH W' LEG EACH l W U c ♦ .B WAY AT ALL CHANGES IN DIRECTIONS • � W y TOP OF SLAB n ~'1' TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS .... •. MATCH AMOUNT OF CONTINUOUS BARS .I • CURS FOR = EXT. PORCH 6ION W/ 112" ISIXATION • a' • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER ("TORY) M3 18 ; • -SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER �•L '"a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 'Lv '" gyp, MASONRY UNITS SET AT ELEV: JOINT (WHERE ^ �� 8" CHAMFER (2-STORY) N4 24" W/ 112" ISOLATION (1STORY) Il . 8" CHAMFER (2STORY) �F p•-0• APPLICABLE) i SEE SCHEDULE 30" JOINT (NMERE APPLICABLE) . i EE SCHEDULE i a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE 3B" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY #7 42 AND BAR QUANTITY NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING %,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4"=1'-0 GARAGE CORNER BARS DETAIL DOOR OPENING 3 4 SCALE: 3/4"=1'-0" SCALE: 3✓4"=1'-0" ❑ N I NEW REINF. BAR a SECURED W/2-PART 2" CAPPED g EPDXY. MIN. EMBED GALVANIZED PIPE g B", UNO W/FLANGE ® BASE S O FOLLOW ALL MANF. SPECIFICATIONSFOR 4 O7 USE AND PREPARATION OF HOLE. SECURE FLANGE TO Z W SLAB W/(4)1/4" X 2 1/4" TAPCONS 4" CHAMFER (1STORY) 8" CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 6 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i as o� W U 0 U) O 8" CMU WALL TOP OF SLAB i SEE SLAB SCHEDULE i "ISOLATED" COLUMN PAD gq CENTERED UNDER WALL AND POURED MONOLITHICALLYWTH L „ FOUNDATION AND SLAB T SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 0 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWkgroup.com L AA A: 0003325 q 0 a11111,41e 1111111.3 numoay. ae Loae SILVERADO LOT #60 BLK- #6 PAOJmCT 0412. —60061 KoDzu 4EBB "1828—CALI" oARAos MUNCH LEFT PAGE: DETAILS 150 MPH EXP. B L AR NO 93723 i a 3/11/19 8CALM 1/4"=1'-0" 8l3ENT S1.1A DOWEL PLAN SCALE: 1l4" = 1'-V 1441 N. RONALD REAOAN BLVD.� LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 w .andeslpgroup,com AA 0: 0003325 s a a SILVERADO LOT #60 BLK. #6 Paon'OT* 04128.002-60061 xopmu 4EBB "1828-CALM" oARAas BWUMS LEFT PA01M DOWEL PLAN 150 MPH EXP. B L AR NO 93723 A aP � 3/11/19 OCA 21- 1/4"=1'-0" 9125mmT S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/70'HOOK -GROUTED BOND BEAM p CLEAN OUT REQUIRED FOR INSPECTION m e •� .p ', '• TIELERTICALRESAR a• 2 _• . TO HORIZONTAL REBAR W/ W HOOK BAR SIZE 148 BAR DIA Z W #3 18" g > #4 24" S #5 30' #8 36' #7 42' HORIZONTAUVERTICAL REINFORCING � SCALE: 3/4"=1'-0' #5 BARS P 0-1 ID 4 1T -0 CMU UNIT DIMENSIONS ZI io ARE NOMINAL SIZES • MASONRY SYMBOLS 3 SCALE: 3/4"=l'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosWWoup.com AA M: 0003325 Ci Xt ot a 8 I summirv. as LOTS SILVERADO LOT #60 BLK. #6 1pilwam'4 �-600 1 MODEE4 4EBB "1828—CALM" 0AAWN SQDd03 LEFT PACE: DETAILS 150 MPH EXP. B ARCH rECT 8TA7E OF FLOMA e2NOMOL0723, P.aof �� 3/11/19 WCALM 1/4"=1'-0" milmT S1.2A 17_1,=i(I� elWelM 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 11,7 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)1 x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) t Od x 110 HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 WI 1Od x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS SHALL HAVE 4' NOMINAL BEARING (4-). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, WITH WASHER (M16" 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 O-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A -TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (re) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 8.8 (1)#5 N/A GROUTED SOUD "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U{UNTELS eN SAFE LOAD - POUNDS PER LINEAR FOOT 41aF`N!e SAPL °"° `--o-w SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Ma SPUM Na/ae �� � m TYPE LENGTH MR, � Ii J TYPE LENGTH N'iT ow ahsR onSIT 4P"-,i nsm MaYtT Ntwa IP7�tt NOW M3►„ N'a4T IRYIT Naar &!e ~a wn run psis WWI slams son PRECAST 2231 v01a a'N ew veef wt veR NIn 7r (� PREC/WT 1026 1024 119e Yr (42'1 PRECJIBT tw as an 41a4 YY ata Tali 01a 4w na 1a7 m Im 1im Np am an 4M aN aw 1a1 4a PRECAST ,� a11 aM — an 1m na rr (4C► PRECAST 7e6 M 1300 W On PRECAST as as Ra am We ma an zw 4w na aN aM am Itw an as vea ale wo ms m 1'r R49 PRECAST ,1109 1w as Not ma 4w 0400 4IN1 rr PRECAST 6e2 eS1 1078 4'r lW') PRECAST Nor vetl Na vas 4M 4M1 2m 4m na 7n7 tM loon 1111a UP aN AM an 400 41" an B4, 1�9 PRECAST 12,7 " Na Na aeo m as a4a S4' i4'1 PRECAST 411 411 J46 Sr R4'! PRECAST tm , as as aM an 4w tm aN ow ,w tea Ilia an as no an 4w B-'IO' ('19') PRECAST toe2 tta 11a w1 as aN an fa# 9•10" (ro9 PRECAST 340 889 e+e 5+10' Mn PRECAST 1 a10r ala 41a an as 4M 71 M Mee w fa avo m RR am 4m Ira' Oe9 PRECAST IRS sm erit m eIe' �s1 PRECAST607 Jzt 49D mr mPR6CA8T to am am m g aow m ,4a tar 11111111 as m 3rN rr OM PRECAST 743 11111 IT* as m as M I as Tr 010') PRECAST 424 534 36e r!' On PRECAST 2W /DR ,w an 1W w1 sw T! Im tm as m 7a/ am ar ry,r) PRECAST w Ita Iw an na as a4 ry1r) PRECAST 326 e12 230 9t4 p,r) PRECAST M w 1 i aw m tM tM 1a/ 1Ma mo en w ,na wa +w an mr (13e5 PRECAST 475 m m vR an aA 2Na as mr (128) PRECAST 284 401 180 104' (t38� PRECAST m m M , all on "a"a an IM Net m w Iw w2 to aM aN „'r ry3e� PRECAST aIM o M tan Ina A M am 4w „tr (136� PRECAST se0 4S1 1e4 114• ryae7 PRECAST 4% m m Tea ,M Im w M 1714 tM aN1 a7D 411111 /14 1a1 I long 1aa iM lnaw as ,7r ry4t� PRECAST 33J M m tm 0e4 I" as aR 1" (14" PRECAST 2" 402 IV17-W ry4C) PRECAST 4a ! fa w 11 f 1m M m w ION aM no m 470 w I on Im Im 181 fM rye0� PRECAST m411TA 4" m tm I'm ,m mill as ,S4' (tm') PRECAST 217 3S1 110 17< (iS0') PRECASTm 49 w ea ,r U4 t "aI" oo usgoxw we 4N 1 o tta i4mm 14IN Im ,rr reey PRECAST I 4a` 11°a ,ea IMF am ,4%W (,eS') PRECAST 206 293 109 1rr ryes'► PRECAST a< w m to m , Im 4a >ti tw as tar star aM 4" 4M 7I7 tw t ,on, tw I" (176') PR�,REeB® NA M Tat Wit M M MR NR NR (1791 PR�iR81140 NJIL 2e4 91 Ntd' ry7S') PREBI w M w m m o m w w ins. m u1 11n Im r m 1m we ar m as 1Br ryes P Nit M ,R Nt M TIN I" (IN') PRESI Nit. INS as ,er rysn PII�IR�S® a4 m na w 40 M w m to , eH t tw sa tto m ter ar aM as 1rr 170C) P — M N4 IR RR a4 M M 174• (!06) PRE8IRFSS� PLR. 191 d< 174' POS1 PRE w to m w 40 m m 70 m 1 1a m I4a w M m "a Ma 1aN Ma tr4' fast) PAEffiTI NA M MR iR IR Ia4 M NR 1S4' (237) PREdi� NA 148 62 194' Q32') PRE m M m m4a M 4N o M lit w m Teo tea 14v ttM 21'4' ('1 PRES1RESeED KR MIal of MR IN Not �'4" f�') PI19SR1l8B® NJL 126 a 214' (fba'j PRB9IAEBBED W w m m 7a/ m w o 4a m p0 ao m M Ilia tw 4m err ,�) PRESiR "A M ,R ,R NA M M 2" 1�') PRSTiIF� NA. tie 40 2rr X" PFAST to In w m 4R 1...1 m >a toa vee 4w m 1a1 m fa m w M all m 4N w peed PREWI� NA Mf Mt IR M W S4'•v' �9 P NR 91 33 Wr pub PKBIREMED a4 w na4w w w w s w o tw >m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR •ALLVALLIESTN®i FROM WM LOAD TASLE6' SY C ASTCREJE MAY 2015 NATION -PRECAST PRODIXM BYO"IMAS TO MEETOR D(CEED VALUES STATED ABOVE -ALLPRECASTPRODUCTS ARE TOM INSTAMED PER NIANUFACTtIMS SPEGFICATION6-PROVDE M9SMUM COF SEARIq PART SIM SM OF 1NIM OPINM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 18-0126.03 1 ♦ j 1 1 ¢ 1 ♦ ♦♦♦ I 1 1 1 40,' 1 1 ♦♦ I 1 1 ♦ ♦ S1 1 ♦ I °° 1 ♦♦ SF24-i TIOMIOB 1 1 ♦♦♦♦ , 1 , ♦♦♦♦ 1 I 1 1 ♦♦ ♦ 1 ♦♦♦ 1 1 ♦♦ 1 ♦♦ 1 ♦ 1 1 1 Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 2 1 1°° 1 LLI 1 1 1 1 1 1 1 1 UNO, PROVIDE BBt WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL. 8'-8", UNO. 1 I 1 1 1 4P 1 1 i ♦♦♦ ♦♦ 1 j ♦♦ 1 1 �I 1 1 R♦ ♦♦ 1 1 1 1 ♦ 8RF14 ♦ 1 ♦ ♦♦ 1 1 1 1TIOM/OB 1 ♦� ♦ 1 1 , ♦♦♦ R 6-1T10Mr0 1 ♦ � 1 1 8F28-1TAIMIDB 8F18-1T/0MIOB 1 LIFT BEAM PLAN SCALE: 1l4" = 1' W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeWigroup.com AA e: 0003326 S a 1 a OUNDIV. Ae Lo'n SILVERADO LOT #60 BLK. #6 PRO JZaCT 04128 0 -60061 HODMA 4EBB "1828-CALI" OAXAGZ awa401 LEFT PALM LIFT BEAM PLAN AND NOTES 150 MPH EXP. B P DTM 3/11/19 WCA7 . 1/4"=1'-0" NICE= 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' IT IS THIS ENGINEER'S INTENT THAT XFXX - 1 T11 M/08 INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST ' 319 A. N WINDOW SILL z SLOPE PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS MOUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITHA LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. r j F = FILLED W/ GROUT U = UNFILLED OMINAL # OF #VS, IN 2ND BOND ROTHOF COURSE �16-1T/11 / B NOMINAL HEIGHT # OF #5'8, TOP BOND BEAM COURSE # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SB BOND BEAM $ol �1#6 1#6 TYR B'"o" BOND BEAM ,• � X�F Bx18 DSL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8z8 BOND BEAM W/(1)#5 BAR �BONDGROUT SOLID FROMLINTEL TO TOP OF BONDOF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2' BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS B TO. . PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)1-3/18 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8(MIN 2 X 3)2-3H8 TAPCON 1 OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SI7E.300 MIN EMBEDMENT 1 1/4") S' FROM EACH END AND 19' O.C. MAX. MIN 1AN' EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes4VWoup.com L AA #: 0003325 a pX+C q mmT B 1p S S I I IJ tq w 0 s SLJSDIV. • LOTs SILVERADO LOT #60 BLK. #6 P"T 4 8 1 00 1 "ODEm,: 4EBB "1828-CALI" GARAGA 91rnan LEFT PAGM: DETAILS 150 MPH EXP. B D&TmT 3/1179 SCAIM 1/4-=1'-0" �T S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 1 Od x i 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEWAND 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER @ 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'4", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 USS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" a V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes%pWoup.eom L AA N: 0003325 . Ct LA L V 3! a strAwiv. as L/oTt SILVERADO LOT #60 BLK" #6 1�UMMIT 4 28,00 -6006 MODS 4EBB "1828-CALI" GAMAGM OWDM: LEFT PAOM FRAMING PLAN 150 MPH EXP. B DATM3/11/19 sCAIM 1/4'=1'-0" move= S3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM- W/101" TO SHEATHING TRUSS A TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TAPCON8 TO CONT POURED LINTEL A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 10tl x 1 12" TO TRUSS. FL#176W # 1900 UPLIFT (2) USP - B-(2) USP HTA16 TRUSS ANCHOR WITH HTWM20 INSTALLEDON PRE-ENG TRUSS 10d x 1 1/2" TO TRUSS EA STRAP. FL#17580 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM tx2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED WI 10tl TRUSSES 0 24" O/C, GALV. COMMON-- SUBMIT SHOP DRAWINGS 17, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, C710LBS (1 STRAP) TAP CONS MIN. T B ALLOWABLE UPLIFT = U:2430 LBS, U1310LBS (2 STRAPS) COVER 2" APART TYPICAL TRUSS/ 1a 1b GIRDER CONNECTORS) scALE 34"_"° (2) 214 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12tl EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'4" (1) "X' BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE 0) "X" BRACE 0 CENTER TO SLK W 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX. tE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/12d's 9" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ, BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BCALE:3C'=1'-a' NOTCH DEPTH 1/4-D O (� OLE EDGE >5/8" �+�OLE DIAMETER / < 2/6-D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE>5/8" BTM. --� \\ I I I <O316-0 DBL. STUD -LE DIAETER PLATE STUD NOTCHING BORING LIMITS O SCALE: 1 1/z'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WAND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT78A (FL#17238) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. sAjg���� REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abtle#Igngroup.mm AA#: 0003328 V 2 Q i g98�6� BVSDIV. AO LOTS SILVERADO LOT #60 BLK. #6 """'I .00 -60061 MODEIa 4EBB "1828-CALI" GAP-11,0 $ 8WINGH: LEFT PAGM DETAILS 150 MPH EXP. B (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d ® EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'X BRACE 30'-1" TO 60'-0 (3) "X' BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNI DETAIL FOR STRAPPINC 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRAOINGTIS PRESENT AT 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL wi.rvc� iv rcn TRUSS MFG. 2x SECURED NM (3)18tl ENGINEERED W170D GALV. COMMON NAILS. TRUSSES a 24" O/C, 1x2 SECURED W/ 10tl SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2)12ds MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � W/HIP RETURN SCALE: y4"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAOANBLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdes4ftmup.eom AA N: 0003325 b a O It l g avmsv. ae Loar SILVERADO LOT #60 BLK" #6 PlI am" 04128.0060 61 MODI s 4EBB "1828—CALI" GARAGN EIMM LEFT PAGE: DETAILS 150 MPH EXP. B ZA aCAIM 1/4-=l'-0" mm" S3.1C GIStE-END �+�' HIP RODE ROOF WIND DESIGN PRESSURES NET ZONE 1 O ) . 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WAND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT H 0.18 "ROOF DNPINAW FOR ASPHALT SHINGLE ROOF, USE MIN 7/10' "O.S.B. OR 1/7, CDX EXT. PLYWOOD, FOR -CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD. WITH 8d RING .SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sol RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 0 4" O.C. EDGEWISE N4 BLOCKING ALL PANEL JOINTS VW IN 4' OF GABLE END, ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK 2 12" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 tl2' 0. 120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAFF, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHBBG USE 1/2" CDX OR 7/18" 0.8.8. PLY WTH 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 Ed RING SHANK GUN NAILS AT 8' O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS (M 4" O.C. TOP &BOTTOM EDGES „ W. Y Z U J O z z O aZ N ' TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACER AT EACH END RAFTER OR TRUSS EMMMIN - I I ROOF SHEATHING LAYOUT AND ENDWALL DBRACING FOR GABLE ENfRAABNO 8d RING SHANK GUN NAILS ffi6"O.C. INFIELD.` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0 S.B. TO BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS a 12" O.C. IN FIELD or 8d x 2 1/Z'SCREWSHANK PNEUMATIC SCREW -NAILS a 17 0..0 • FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN 00NIUNCTION MATH JOB SPEC FICATTONS AND : Wow:PROVIDE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT B%AIR ENTRAINED CONCREfEBO'09®TO EARDIORNEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 881 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFALFER67314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FID - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI ANSI SPECIFICATION FOR THE DESIGN Of PROVIDE 84A11 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IYgBNM1 SlABSONGR0UNI1 WN87E INDICATED ELASTICITY = PSI. ALL HOOD IN CONTACT WITH CONCRETE OR CONCRETEOFOR BLOCK SHALL MEMBERS 0113 COLDFORMED STEEL STRUCTURAL MEMBERS ASCE 7-10 ANDAI3C SPECIFICATIONS TIONS DRAWINGS. SEAMS LAPPED eINCHES AND SEAL®NBRiA01f91YETPPE EARED, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES A SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: GSODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY L CONSTRUED TO APPLY I SEAL BE C TRUED LY TO ANY 9 SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING AND BRACING FOR ALL CONCRETE BEAMS LA COLUMNS, WA SLABS, LU LL9, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM4VORK. CONTAINS MORE THAN X"OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBOR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTUARALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 TIECOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESION LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD --owc-nt 10 psf BIM CHORD t wo concunnt DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 Psf TOP CHORD (7 pef W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf 8TM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 pef STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED=150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTItt, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS W LL GOVERN OVER THE SHOP DRAWINGS CHECKED UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING EXCAVATIONS AND SLAB SUB�GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL 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 SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR MIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURALTERIME SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S 41-PRIOR TO THE ADDITION OF PLASTICM CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING. MANG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMMANFED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE M%UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT D0:® 90 MINUTES. IF FOR ANY REASON TIERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHN.L BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOW. A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DEPOSED TO EARTH FOUNDATIONS) B FOR CONCRETE EXPOSED TO EARTH ANOM WEATHER 1.10'FOR MI AND SMALLER 2" FOR "AND LARGER C. FOR CONCRETE NOT EITORIO TO MATHER 314" FOR SLABS WALLS AND JOISTS 1-1tT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O" OC, EACH WAY. REINFORCING STEEL REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 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 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' #7 BAR - 47' PROVIDE 36'. 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPINJTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOVER ROOFS IN ACCORDANCE WTH ANSI A58A-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDAROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5rrMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER, MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TVJDCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WITH ASTM CIO, GRADE f m - 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF 71E BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER, W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR INWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING W LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS S ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL- THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FORBUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM A38, Fy - 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ka. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 kw. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTON 81. TYPE SPA.. REM . APPUGTON 813E TYPE .-No IPEMPAx4 1xl PTWRRINGTO MABCNRYI CONC GABS HARDBIEDCOIL NNLI I?LONG. A QC GARAGEDDORBI.IiI TO MABCWiVINNC. eEE DETNL SEE DETNL BEE DETNL SEE DETNL e00pN.. ExT.OW b 1 T, SEEN03E8 CASE-B'O.0 NNLII LONG, STAGGERED WNDO4MDOIXL FASIEI® INTO MA80N3YICONC GNLUEOOd39.A]( TO MASONH- SEE DETNL SEE DETAIL BEE DETNL SEE DETNL WINDOW Rx CASE NeROENED_ B'oA; wwooVw000a FASTBIEO METALSTRAPTo CONTACT THIS ENGINEER FOR SPACING 1. PT. SE-6 NNLI IYPLOAD. STAGGERED INTOMAS0M2YICONC MASONM/C REQUIREMENTS Efq. SWxIGWOR (1)308'DN TAPttxf 1B, O.0 1t.-aeo,- NON_S__NOOD 12° EXPANSION 21= a'EMBED. PED BUCx3XPT, SEENDTEB NOWA4HBi FABTFfii 1112'�GEget WALL TO CONIC. BlN3 WI WASHER BOLT DIST, 3•EOGEgBl. �P!`Aw00W BUCK 0.138°PAFa31.8' B'OIC END. MET, 0STEEL C0...8ff W/WASHER eTAGG-ED 4- EDGE 018f7 NOTES 11. 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 MANUFACTURER'S SPECSANDIOR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED. HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE S. 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. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR RAF TO THE SUBSTRATE. alp • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774.4078 www.abdesWngroup.com AA #: 0003325 >: j aY3yT Edli 9 w i m O 9 �o i swan►. as Lam SILVERADO LOT #60 BLK. #6 PROJMTIP 41 - 0061 4EBB "1828-CALL" GAPLAGM BVFDM LEFT PAaIM DETAILS %150 MPH EXP. B 5 L AR NO 93723 J ATA I sCA7,M 1/SN L 1