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HomeMy WebLinkAbout7093 Silverado Ranch Blvd99 99 t828-4EBB-CALI HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 7®1= (813) 740-9720 Fax: (813) 74O-9715 NASA rnE CIT 4 CY R®tNP�GEc p19 00-10 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL BTH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDRMA4 GROUP R3 •coNSIRUCPfoN TYPE - VB •10. INTERIOR FMSH - CLASS B .BASIC WIND SPEED - VDtt=150 MPH Vasa=116 MPH *EXPOSURE -B -I-STORY RESIDENCE - •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE ALT. ALTERNATE AMP, AMPERAGE BD. BOARD CL CENTER LINE NET Cw. celBin' CIE. CLEAR CONC. CONCRETE CPT. CARPED G'T' CFRAMICTTLE D. DRYER DBL DOUBLE D.G. DUAL GLAZED IBA. DIAMETER DIM. DIMENSION DIS OF. DEEP SAL DR DOOR D.S. DOWNSPOUT' DTL DETAIL D.W. DISHW SHER FA. EACH ELEV ELEVATION FQ. EQUAL EXH. EXHAUST F.Gj FIXED E GLASS F.GJFX. UELGAS F.G FUEL GAS FIN. FINISH FIR FLOOR FRDR: FRENCHDOOORR FTG FOOTING GA, GAUGE OAR. DLSP. GARBAGE DISPOSAL O.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GLAS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE I=R HEADER INSU FIT HEIGHT MSUL INSULATION INT. INTERIOR L LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. MErALTHRESHGLD MTD. MOUNT® Mm METAL N.T.S. NOTTOSCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH PHONEPG PLT. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR R.O. ROUGH OPENING S.C. SOIIDCOREEX DR S.D. SMOKE DETECTOR S.H SINGLE HUNG SILT. SHEET SHTHG SHEATHING SHWR. SHOWER Sim. SIMILAR SL SLIDING SLIDING TANDAG ASS SL D. STD. SHEAR SWS SHEAR WAIL SECTION TEMP. TFMPEREDGIASS THK_ THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O.UNLESS OTED OTHERWISE V.P.VAPOR W. WASHER W/ WITH WD. WOOD W/H WINDOW W/H WATER HT IRON W.I. WROUGHT IRON DATE DZSCRWnON 0 *4 CD'S M ED ARCHITECTURAL SHEET # DESCRIPTION WIFJ)I6 20TI FBC VDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES Al -FLOOR PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS VV" CDs RE-ISSIED ONVO 60fri ELEVATI" ADDED o3/tcN CDs 16-I 04AM FOOT140MASON PER M.BOIES a/IVIB COS RE-EISIED E2A8B! ADM CLOBLESSF00TERATGARAGE MAL (FORT M'EN8) 0MAS PLAN MANE 01�= D LNTEL OIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LL.C. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 oW4A% ADDED ADDITIONAL RECEPTACLE N GARAGE PER OLL BATWN O'ELEL) �1 ��/1 .i 1. CAWS &44Aj REVISED NYAG VOLWIN ON SOFT CALL SCHEDILE (MELBJ mmAB ADDED EMERIOR MONO DEEP FOOTEW DETAIL 12014 (Of) LIVRYs I,B28 gQ. FT. �+E 430 Ga FT. ENTRY w e a FT. LANAI gp, TOTAL � '� �' am/18 ADDED LED LK'Hfa • KIICFEN dUN PER MAWDdBas pT)g(y gppEp BTCNE DPTION ELEVATION G D (TAMPA) STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S&IC-DETAILS PG SN3 -DETAILS DRAWING / CONTRACT DOCUMENT REVIEW Y U THE BUILDER ASSUMES ALL LIABUJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT or THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SM_ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO HUMD THIS PROJECT BASED RRECT PROCEDURE TISSDRAWING SET. FOR THE BUUIIZERTINOOSUBMIT A TTHHF�ARCHITECT( ROR EI�GIN EB FOUR CLARIFICATION. AB AB DESIGN GROUP T11LL RESPOND TO ALL WRITTEN RFI's IN TNR %N DRATIN FORMS IN A TOMY MANNER. AB DSS GN GROUP TAKES NO RESPONSIBDITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAINING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdes*kWoup.com AA M: 0003325 . K$ �a fg; W 111}}}DW111 id 6 4t i. L. ii., J gxnmlrv. as LOT: SILVERADO LOT #66 PRO BLK. #6 d�CTN 0412 . 02-6606 MODEMA 4EBB "1828-CALI" GARLAOR 8WD9O: LEFT PAGE COVER SHEET 150 MPH EXP. B STATE A 11 GENERALNOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE MATH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft 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. 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 CHAPTER3, SECTION R301.2.12 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE 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 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 SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA 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 I-M 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.25 GAGE (0.48 MM SHEET STEEL 1-MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3028: THE GARAGE SHALLBE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -INCH GYPSUM BOARD APPUED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS 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. artIEWIM 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, ONSITE 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 T- D' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES CONTROL IL EROSION A P AL AN E SU 0 CO 0 SO E OS ON S PER L LOCAL D STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA- THE ENGINEEREDWOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUMAREA SHALL BE 8 FT . SQ. PLL01M 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH %i AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 EXPIM WALL COVERM 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 FNIDHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063- 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. R302.7. 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$ 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosi8ngroup.00m L AA k: 0003325 Alt IL 775K � o $d ggm"111 aysniv & LOT. SILVERADO LOT #66 BLK. #6 PllOJECT 4 .00 -6 06 MODZU 4EBB "1828-CALI" CAILACE 81IIN0: LEFT PACE: GENERAL NOTES 150 MPH EXP. B Ij STONE VENEER 331-8' o Ou1'n o'1�E�E����E o1E�1►uuE o �� o7u61'n : C � � o90 o � I, o It �11 � r 1 olla —'y�-oIMEEMMIIo i ► I I � - r - . � r � Pa. II Io . = ® mm . ® ■. a7C7n•gr��� AS REQ- C� v o - CODE 0 rr .j a: ' ':i o • 'I FQY& CIA i EMYi 0 �DIM�Io IolEMllo ll tl oIMMMMMIo���o�IEMMEMIia SQ.FT, CALC.S� LMNG 1020 ea FT. CrARACiE 430 6a FT. ENTRY W Sa FT. LANAI S8 Sa FT. TOTAL 2,362 Sa FT. I WOM AD OADMMD LDAI MMDWS M1EFDIRIWMWQM NDitt1E � WE 1p11MDM 1,10 IBIIR71 MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR BUNG to 5 24/-31 DR. MIN. CRITERIA SGD. MBJ. 41 5 23/-29 CRITERIA 160-0 OF0. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.-B, MEAN ROOF HT. = 13'-0* PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DowOLDAIS, C �* TOP PLATE 9 M BAR DETAIL a 9 DIM. VARIES B ARCHIDTL. FLOOR PLAN SCALE, 114' ■ I'-C' NOTE! -2-8 LOW. DOOR LLV AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THIC 4NESS, SOLID OR HONEYC"-CORE STEEL DOOR& NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE PIPE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407.774 6 78 FAX: 407-774.4078 www.abdesWigoup.com AA 5: 0003325 t 0 BUNDIV. as LOT: SILVERADO LOT #66 BLK. #6 PnOn=T 4 8 — 60 1 KODAIU 4EBB "1828—CALI" OAIRAGN MMINO: LEFT PAOIC, FLOOR PLAN 150 MPH EXP. B 11 FYPON LV12X24 OR EQUIVALENT SHAKE SIDING AS SPECIFIED -� ITYPJ 4' FREIZE BAND ITYPJ _\ 6' TRIM BOARD /TYPJ 6' RAISED BAND (TYPJ -� B'•b' ERG. HGT. OPT. COACH LIGHT AREA OF ATTIC a 2*4 Sa FT. NET FPOVBFIlIAT10N AREA REQUU® . 1/3m REQURNDVEMIIATIDNAREA 23M/3M 7AS VENTILATION AREA X SQ INCHES PER FL12441 • UX72 SO.IN. hVINJEQUREDVENMATION = .5X lIX72 IN UPPER PORTION OF ATTIC S U36 SO. IN. OFF RIUfiiVE7m1ATION AREA = nSsQ.IN.PERVENT 5036/115 u/DF VENis RECIRMIED ILM357 AIYOF. EN6 PIKM DID 5 AREA OF ATTIC ISTJW YO5NRH9t OFTNE 1HdAE, LESS TH EOv9EMNO IXMRIDROF WALLTOIXI9110R OF WALL, HOONIFINANGSiNCIIJEW - -- 8'-8' ERG. HGT. 8'-8' BRG. HGT. W-8' BR3. T. 16X62' FYPON DECORATIVE As\ SHUTTERS II I 9 m, EGIUI ENTR I ❑❑ ❑ I I A I I TYP. m00 6, I I I 4' RAISED m ` a 6 SAND (TYPJ STONE El F� ff TT i� VENEER FLR. ID'-®' FIN. FLR I I °' I I m'-HD' FIN. FLR FRONT ELEVATION REAR ELEVATION SCALE. V4 . I'-m' TEXTURED FINISH SCALE. 1/4 . I'-m' TEXTURED FINISH NOTE: WH11.L FENESTRATION FLASHING A8 PER FBCR R'iHD3A — — STONE VENEER TO BE METALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT Rl� a I 61-- I 2' I I I I f I I I I I I e'-a Bla'7. IaGr. .e'-e' 13RG. aGr. I I ----------------- t v 1.4 L I l 1 m. 4' RAISED -- - - - - - BAND STONE VENEER FLR DECO. DTL. LEFT ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF. RIDGE VENT 12 �6 W-8' BRG. HGT. m v 4' RAISED ,_0. � BAND STONE VENEER ®' -m• FIN. FLR I'' IF] RIGHT ELEVATION SCALE: V4 . I'-C' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS _0. FIN. 1441 N. RONALD REAOAN BLVD. LONGWOOD. FL32750 PH: 407-7746078 FAX: 407.774-4078 www.ebdeeWigroup.com AA N: 0003325 1 8 L Adl p{ V W 0 SUDDIN. & W7, SILVERADO LOT #66 BLK. #6 PROJlOCT 4128.00 -66061 acODZU 4EBB "1828-CALL" GAIRAOa OWDIIM: LEFT PADS: ELEVATION I'D" k.150 MPH EXP. B WA —TA 6/20/19 CAL :1/4"=1'-0" MET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e GOV CUTLET m AMP SWEAR POLE IISi✓ CUTLETSDV o"T M OF COYLET NNW TO &ATCW --f�1 OH --q� WV OUTLET Y SI01170 WpllD PA . NIRPTER (T/I7rR IwSISTA T 7YPU 770V OUTLET 14) w1! roeEr,7ION .�@}� IwLA•• -t7- 019 ow. WTEAPROOP OnLET OIAOeD PALT AnElEurtee SwcM ewTeN 1140AY orm �4 SUTCM 4-WAY OPER L.n YULL MSON7ED �/ LWn CELN6 LISW © LED CI.Q LIGHT O Vp VAPM PROOF Lawn Op Iwwwo 6m WALL SOONCII P=491 D eVert.MN Icm PER Iia PT. %%CAT.PAN I---- ® T :-SLLO YAdP ARpED J L T lSURI'ACE MIT! AJgAD :' RJCIwSCER 4'R.1101M@MfY 4' TRACK LAEMI 0 PASEL M'lTER O SD. 9-00 oem:wm Eutt TEAOG r YIC.WEQYR Psi 1 w 1 IW{.L mom= t'ILiQ OE11GfOR Ytt. w�tY.11r ELtl�E4 ® GMON mommom 9"0 SKID �O YA DISTAE DISTANCE aP NOT LESS TMN 4' Pomm" LAW NATURAL A" ounirt ► TELW,"Il JAGC SIM EATER MATINSDeOONNCT AIR -IT DRGOISeCt I� TE:EVISM JACK L EON O J-ROec To" SUPPOISIEp N uY FM KNOW M AS *YCI1 N7R 70 Y su•PORTEo N Cftm PAN,Lewr ACCOADANGE w EON MAISANO A. OWN I = p�pp E4• EIOA/ossGENT Law STRP EE.• NOA/D.E®a LIGHT sTwr 4r I1C4NDBSCR T LIOW STRP ILOOD LAMB - Orr. sEOss7T Na7rAo • ra PuSH•EIIRON POROMEis use POST • LOC-ATION OF TV JACKS / PMME OUTLETS A PA & TO SE VSRroo A WctsouNm PM-COMTwIGTCN T nTSIS. • ALL e E 20 AMP BRANCH CASCWTS TO SIE AMC PALLT PROYECM rmR NJ CTwCAL PRoveloms OF Emm • 70 Ap% GATED LAISDRr CI %off CUM s ISLAND IMOT CH Rrtoo/ assoET7 • DRMWISIER DISCONNECT TO Y LOCKM N PA S& • 06474100M DWAUST PAN TO WVE MK CAPACITY OF N GPM NTERUTTENT PER ELEOTIOCAL PRDNISI0N6 OF SECTION MW3 • LALIDRY ROOM REGElTA0.E SMALL Y QASOISD PALL? CIRCUIT-WMMJMN"= PROTECTION I = rmMO►EL ON REEDESS • URNS METHOD SMALL ME NON METALLIC CABLE PSR MACIRIGAL rROV'ISIOm O PLO! •TY tD txMT ALL Wows To COMPLY I M E mctlslCAL rwovelGw Cr TbIS PeQ AiY RD ff�lT). • ffi OP LIOliTpO MSN Y ENEROLY wriP w TT7A PEs V------------------------- OPT. COACH Lr-TWT ELECTRICAL PLAN SCALE, 114' . V-0' CEILING MTD. LIGHT TO BE NSTALLED, PROVIDE J-BOX POR OPT. FAN I I I L I I I LED LIGHTING @ SINGLE LAV. • BATH '4 I I I I I 'L I 1 I � 9 I I M � I I I L I I � I i I I I LED LIGHTING C�? DOUBLE LAV. OUINER'S BATH Sm EEMY..�OSEV/ YELL^'-.:�YY� SEEME�SEEE��Y Y©���� E,ZLIOEO•�T^^�EDY EmYev�oY Y Y����� m YY---SOY Y I®oo--T„rT--mom Y0'�YYm mop--r�000 a®EEC©�-�mEr�m mQ�Q�Q 'E:TEYtn.EL'7[.+'Ef•�SS['�tf1 EE7iI77-LL�T:'E7tMEt•7 I��!•[�riF!• ES.�Et.el� .'E Eta EtL'S01 YYY�:��iti m>:amlmm�r.��o �t•EEE�L��EEJ El�E3���= SAME QO©M rf Q� �;a u� �www� ��e_ -��EM 0 EE{� O SSA 150 AMP ELECTRICAL RISER NOT TO SCALE. OSEERAL NORO. A IS ICTRICAL MATERIALS .MD UISTALLATS:MO SMALL 001MY UTM SLMTSONAL PISOVIAM" CP THE tarQalL®LC1lDL ummillc AID ALL LOCAICIt L rO a ALL C404 ICTOM SMALL Y TYPS T"AM" "M NOW OTHEpNSS, COM•AW PM= TO mID. 1 THEM . PI► OI IN r C M WIT OR s Cu N Y c4mpw. NAIL ABOVE SOMIT • 0vRNMANL CCMENATION seRvlce peCOEEECT SUATCN AM M ELECTRIC r'7ETER N NEv, SR 04CLOlUM TE.11044 I sSTLNO! CAME TELSVom NISMYSISM NOMP D 1LRINAL AT LM VOLTAY CON IC11" 1 V OL smRVKX oISC1ND OOrsECm M CONCISER ENCASED V001M STEl1 PER E1.E071"MAL rooveIOEr OP ?Is mocit." &W' DU X S PT LONE GOITER GLAD OAE7IAD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-T746078 FAX: 407-774-4078 www.abdos*kgroup.com AA S: 0003325. � Q N ` W rL US!! r r IQ � of 4 0 gumxv. & Lo1'. SILVERADO LOT #66 BLK. #6 PROJWT 04128.002-66061 MODZU 4EBB "1828-CALI" 0APA0Z swine: LEFT PAO>c: ELECTRICAL PLAN 150 MPH EXP. B WON 1 add: 1/4"=i'-O" 1 11 2' VrR I\ i I i � I \�-IIR• i V2 I \ 1 ) 2,. LAV VZ: I 8 1< I I s skm 1n' 2 WABI-ER KITCWEN 2, aw W/ AUTO VENT LAVh, ! �M PLUMBING RISER DIAGRAM PLUMBING PLAN IZZE, TO 19 .is 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdesigngroup.eom AA N: 0003325 q 8 q � W rrx W sO 9 R ounDiv. 69 > 07 SILVERAD0 LOT #66 BLK. #6 IPROJCT — 06 IMMU 4EBB "1828—CALL" aARAoa BWDM: LEFT PALM PLUMBING PLAN 150 MPH EXP. B WINA =1 it HVAC NOTES I. ALL MECHANICAL EQUIPMENT WALL 15E PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATWG. ALL SEAMS SHALL BE SEALED WITH GLASS PAID A MASTIC, AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NPPA WA 2-&1 4. PRESH 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 MET DUCTS, 6WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (20PI) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $yALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER, ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20I1) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSED SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. PANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC O O EXTERIOR WALL PLENII"I T 4— AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER-___ ANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM2r RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3011A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. &UPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN i LKsHT O/A OUTSIDE AIR o TWEPW106TAT m PASS-THRU AIR GRILL SECURE STRAP TO GONG. W/ (21-3/KahQ' TAF�CCNB CONWfitTBER SB IPSON W6 ROLL STRAP OR EQUAL 4' CONCRETE SLAB SEMINSXI 1/D4' SPI�T.AMTO UNIT W (2) TL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG —"'�—FITTOR EXTENSION TO SOIL OR WASTE AS REQUIRED JO WADE 6240-K SAM 56000 INSIDE MG SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAPEC OFLOOR SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING SEE SPEC. 1'-S•Xe' CONIC. FITTMG OR EXTENSION TO SOIL OR WASTE AS REQUIRED EM NEXT. GROUND CLEAN -OUT (TYPN 1 MECHANICAL PLAN SCALE, 1/4 - I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE P.P.E. ELEVATION. /.I W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL$27B0 PH: 407-7746078 FAX: 407-774.4078 www.abdoo4p oup.com AA M: 0003328 o Q W � � O OttUDW. 4 L07Y SILVERADO LOT #66 BLK. #6 Flt0" T 04 8. 0 — 6061 MODMIJ 4EBB "1826—CALI" GAVAGZ 90TIIENM LEFT PAGHU: MECHANICAL PLAN 150 MPH EXP. B s ,: a./a•=a.'—of/a'=1'-0" 1 P� 2X4 TOP PLATE R+� 7 PRE-FAIS TRUSS N' TWMD [ ";7 ea►" READ v' GYY IR' CI.Ca BOARD MAN n Cx.ROTIR4L FOR CII12my TO FINQHRY Rl!FfORCB'@R :ti Pr. YD STUDS IN b' DIA. SLEEVE, b� ni ATrPrApurT SUPPORTING p0 NOT GUT Uso IQ'DRYWALL HUNG PLUMBING REBARES rPA—r[TIONS AND WALL IPEETS SHALL BE NOT �� "�ONS''uTHAN 2x4, WHERE BOND BEAM O NOT CUT i/ ra sFao,4us �w'ED NOT MORE SOLID GROUT THE BOND » STUOOD DS THAN 16' O.C. OR, NOT W/ C U- 'S BEAM 'D � oe LESS THAN 2x6, WHERE C2) COURSE KEBABS v°uerr I� WAIN my o"e eooR n+ela SPACED NOT MORE '` .:. ': F MM TO �!r THAN 24' O.C. �aan �� �ux FLR TYP. INT. WALL NON—BRG. D� SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON I}' Oss, ON OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _2a _PIPE THROUGH BOND BEAM pl SCALE:3/4'■I'-0' GYPSUM so OR V2' ww STRENGTH CLG. BOARD SEE ENERGY CODE POR 78 INSULATION R-VALUES REPERENCE STRUCTURAL PER ELEVATION T7P. OH. R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bd P.T. PURRING—-,, STRIPS • 24' O.C. a' cm V2' GYP. WL. BD.--- WGOD BASE 0'-0' FIN. FLRl_ _ < a. ti.. a W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON OA.E. SHEATHM OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. PLR B TYP. WALL SECTION ItNO OPENING NQof PER SECTION 908.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL ()LAE ER%IUNDERLAYMENT SYSTEM SCALE, 3/4'.r•o' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTP'I D 6181 2B GAS LINE THRU BLOCK VY•P• FIBERGLASS SHINGLES OVER 080 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80b.L1 ON l' OU3U8. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS -N STIFFBACK AT ALL UPWAH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CCNT. 2x RAT Rid SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE PORNS FOR INSULATION R-VALUES I, PER ELEVATION b/S' GYPSUMI BOARD OR 1/2' HIGH STRENGTH CLG. BOARD .. a• a"lu < a . 4: W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS •ix2 P.T. PURRING - STRIPS • 24' O.C. 1/2' GYP. ILL. 80 WOOD BASE — FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80b. U ON J' O*A. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \--PRE-ENG. GABLE TR188 WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Io 0'-0' FIN. FLR. 4 ... . B TYP• WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL \lpV SCALE, 3/4•.I'•O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwsbdeoWngroup.com AA A: 0003328 � W a a W 0 0lu � � a 0 gg a Sumiv. a LOT: SILVERADO LOT #66 BLK. #6 PUROJ=T 04 2 .0 1-6606 MODEL: 4EBB "1826—CALI" OAZLtGZ SWDM: LEFT PAGM DETAILS 150 MPH EXP. B 4 D1 TO ELK eV f2)I1•X6' A -MOLTS W EFlEDMENT MN. iR AND NR SPACED EVOLY FROM FLOOR TO L'-J��■���liil�■w IN I \I // I 2X6 2X6 a,A>fAc,E DOOR 1WIpC uv (5) 6 11'XS' A-WOLTS W EMEEDMm,R MN. WV 2W,)* WASHER AND NIT SPACED EVENLY FROM R.00R TO OARAOE DOOR WM N JOINTS PRIOR TO FILLM7r. 1.2X6 PT BLOM • COlT♦ M OP ® DOOR HEADER WA Ux,)O, J-COLTS 4' !M sgc4ll T W/ 2907d6' W48HER AND NIT. 10 L.n,•s. IIII MAMPACTUMIn WTALLATION 66TRUCTI" WEIE BUGN 16TRICTI" ARE MORE bTRNG,ENT GARAGE DOOR BUCK ATTACHMENT .caw-wT C_7 L yl I'X4' OR 1'X2' P.T. NAILER D Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME t EXTEND I Y4 INTO BLOCK W/ VTAPCONO (MN. SHANK SIZE .10 MIN. HEAD SIZE 300 MIN EMBEDMENT 144' WITHIN 6' OF EACH END t IS' OC. MAX SPACING DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +S/4 OR +5/4 A w + 4 + 4 ALE, N.T.S. 2X4, m SECURE TO BLOCK W/ Il(s' TAPCONS OR (MIN SHANK 84ZE J49 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4) WITHIN W OF EACH END t 16' OC. MAX SPACING. 2X6,= SECURE TO DL W/2-ib' TAPCONS(MN. °SANK SIZE .149 MIN. HEAD SIZIDAO MIN. EMBEDMENT I Y4) WITHIN W OF EACH END t S• CM IS' OC, MAX SPACING )S' DRYWALL 2X&, 11 PXW ORS ' P.T. NAILER SEGO BLOCK W12 %, (MIN. SHANK SIZE J45 TTTA'CW MIN. HEAD SIZE 300 JAMS OR WINDOW MIN. EMBEDMENT I Y49 TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. IS' OC. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMS l D0 NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1 1AT0 HIDCK `� +1-1 " 2X4m SECURE TO BLOCK LLV Ills' TAPCONS (MIN. SHANK SIZE .145 N H00 MIEAD SIZE 3 MIN EMBEDMENT IY49 WITHIN S' OF EACH END t NOTE, STRUCTURAL 2X b` OC MAX BPAGBJG MOT BE ON OUTSIDE a 2X6m SECURED THROUGH SECURE TO BLOCK WW2-V NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. 1 Y4 (MIN. SWANK SIZE •145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 , CMU M. EMBEDMENT I Y4) •DRYWALL WITHIN S' OP EACH END t 10' OC. MAX SPACING, 'X4' OR 17Q' P.T. NAILER 2XS%amm ❑ SECURE TO BLOCK W/2-24- 7y,' O.G.D. X 4' MIN. TAPCONS (MIN. SHANK SIZE .149 DOOR CASING MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN S' OF EACH END t MANUFACTURES DETAILS. IVOC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLDCK +1-1%lf NI)OK TO BLOCK +1-15//1i8 C SCALE, N.T.S. 2X4,m SEATO BLOCK W/ i(s' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I YV) WITHIN 6' OF EACH END t NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE t 2X6, SECURED THROUGH SECURE TO BLOCK UV2-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. i A' (MIN. SHANK SIZE J45 EMBEDMENT INTO I5LOCK MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) 6. CMS WITHIN 6' OF EACH END t )S• DRYWALL 2 OC. MAX BPACMG ❑ 1'X4' OR 1'X2' P.T. NAILER SECURES TO BLOCK WR-i4' CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT I Y4)--ATTACH TO 2X PER WITHIN V OF EACH END t MANUFACTURES DETAILS. I8' O.C. MAX SPACING. MOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1 4" iyl wIN�Ow TO BIDCK t2 1 4' A 2X4m SECURE TO BLOCK W/ TAPO" (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END t NOTE, STRUCTURAL iX Or- MAX SPACING. MUST MUST BE ON OUTSIDE • X6aw THROUGH SECUR SE BLOCK UY2.9ir'TAPCON NON-STRUCTURAL 2)(s' MIN I-Y1 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I.49 DRYWALL WITHIN 6' OF EACH END t "X4' OR 172' P.T. NAILER 18' O.G. MAX SPACING. D 2XSmo SRO BLOCK W/2-%- DOOR CASING MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 16' OC. MAX SPACING. MANUFACTURES DETAILS. kM •M Y Norio M /YIN.nlf eX! NOT 010m)A-) DOOR JAMB TO BLOCK +3" IN 1BNiDOw TO BLOCK +3" E SCALE, N.Tb. 2X4m SECURE TO BLOCK W/ 21(6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE. STRUCTURAL 2X 16' OC. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WFJ-V NON-STRUCTURAL V TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-)4 10 EMBEDMENT INTO SLOCK MN. HEAD SIZE 300 MIN-- 1 I, - WITHIN 8' OF EACH END t 8' cm IV OC. MAX SPACING. !i' DRYWALL 2X6,® PXW OR I'X2' P.T. NAILER SECURE TO BLOCK W /2-%- 2ND 2X SECURE TO TAPCONS(MN, SWANK 812E STRUCTURAL MEMBER [LWf2A2d 145 WITHIN S' OF EACH MIN. HEAD SIZE 300 END a 6' TO VOC. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END t DOOR JAMS OR WINDOW 18' OC. MAX SPACNG. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (00 NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" )-LA ENDOW TO BLOCK +3" 2X4m SE0JRE TO BLOCK WY4 TAP'CONS(MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 6' OF EACH END • MUST BE ON OUTSIDE t 18' O.O. MAX SPACING. SECUIWED THROUGH 2X6,® NON-STRUCTURAL SECURE TO BLOCK W11-1/4• TAPCON MIN. TAPCONS(MIN. SWANK SIZE EMBEDMENT INTO BLOCK 149 MIN. HEAD 812E 300 8' cm MIN. EM15EDMENTIYi) •.DRYLLWLL WITHIN 8' OF EACH END t 18' OC. MAX SPACING. I'X4. OR 1'X2' P.T. NAILER 2XbtImm ❑ SECURE TO BLOCK WA-114' j(s' O.SJ5. X 4- MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMS OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER. IS' OC, MAX BPACING. MANUFACTURES DETAILS. N0,4 MM M,mOm To FYM lM ew NOT aN®Y/ DOOR JAMB TO BLACK +3-7/18" w1NDOw TO BIDCK +38" G SCAL , N.T.S. 2X4m SECURE TO BLOCK WD'i TAPCONB (MIN. 6WANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' EACH END • NOTE, STRUCTURAL 2X 16' OC. MAX SPACING. MUST BE ON OUTSIDE t 2Xb,m SECURED THROUGH SECURE TO BLOCK UVI-V NON-STRUCTURAL4' i(s TAPCONS TAPCON MIN. I -A' (MIN. SH (MKSWANK SIZE .i45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' CMU WITHIN 6' OF EACH END t )s' DRYWALL 18' O.G. MAX SPACING. I'X4' OR 17Q' P.T. NAILER 2XStm SECURE TO BLOCK WVI-1/4' ' P.T. X 4' MN. TAFr.ON6 CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END a TTACH TO 2X PER IVOC. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 4 ) 11 JAMB TO BLOCK +3 3/4" H Dow B +3 4" ,N. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeskgngroup.com L AA 1T: 0003325 �a rd 4 • W .1 >9Ru 0 0 avaanr. rk W SILVERADO LOT #66 BLK. #6 P1ROJ19CT#L 04128.002-66061 MOD1RU 4EBB "1828—CALI" GARAGN8WtKG: LEFT PAGE: DETAILS 150 MPH EXP. B IA . 8/20/19 a 1/4"-1'-0" 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 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCTCO. 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 12/31/2039 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 10/23/2020 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 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 12017 2017 FBCR 9/6/2021 FL1SSA CASTCRETE STRUCTURAL LINTELS FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM Lai W W W.FLORIDABUILDING.ORG CONTROL DATE:O8/06/2019 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 92750 PH: 407-7746078 FAX: 407-774-4078. wwwAbdaigooup.com AA A; 0009928 o Y a a W W 11 mm >luaDIV. a LOT. SILVERADO LOT #66 BLK #6 PttOJWT 042 0-66 MODats 4EBB "1828-CALI" GARSAGL' XWtK0k LEFT PAGZ: PRODUCT APPROVAL LISTING 150 MPH EXP. B r nwTg v 8/20/19 1 D3 PREPO"D CONTROL JOINT FLANGE OF CONTROL JOINTS TO RI UIIRID TID TO LATH • V OL. MAX fvwA Nam, NOT PAGTEN CONTROL JOINT TO WALL EVEN F 6TUD EXISTS SIYOND EXCEPT STAPLES OF SEC/�lIMACON ROILJOM TEhr. DURING 61STALLATION —� FASTRRRS TO M SPACED-7 . 1. = MAX %4MCALLY p THOC(3 COAT CEMENT PLASTER WRIS LAYER 4, POP"UM SUU.DNG PAPER APPROVED METAL LATH FAVEN D 41' (VERTJ O.C. MAX AT SUPPORM U NA LAYER 9, GYM= WMP WOOD SMEATHM3 \M LATH SMALL NOT SI CONTIMJOU9 r To r r• Tor• TLSROuaw CONTROL \ BUT SMALL ME Ie STOPPED AND �� TIM AT EACH SIDE Pere ADTM GIS6S PROVIDE 2X4 ELOCICNG 1J014 PLACED PLAT MAX. 6' TO V - PROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON eTidIC71RAL e71D 1. A67EMM POR LATH TO RE NAILS On i STAPLES STAPLES IN COMPLIANCE UV A151M CIR6S MO 2. OW TED TO RE (. IU 00416' WRI 3. BLOCKING 6MOUN MAY IN ADDITIC7 \ TO WALL eTUO8 R&iBRErD PER PLAN 6la-,w-- � Ol POLO NYW r R. A @ L--NIIYO Pr. A L afAY • R. • R CR{IRS . PI. C OLIOW NUAM a PLA & CORAN • Pr. G • ® L I'0.D NIYO . PL A L QOAIS • Pr.6 I.OPSAW • Pr. C L POLO rt. C OVm PT. G TUl Pr. C TOUCUI GOtWN PLAMSS a r 0 80'" Pl.*m "TRe TOW I IAL POLO. M tw Olt. APPROVED OUILDNG URAF SMALL BE LAPPED A MINI'EM OF 6' • vERTIOAL LAPS (ROLL uce) 16' • HORIZONTAL LAPS. ALL ON" NEED TO M TAPED URTH FOWUSSIR SHEATHING TAPE / r nN I+W • t£tAL utN \ LATH VERTICAL LAP TO M P n nrn —T �IT - METAL LATH UM LAYER 9, STUCCO URAP WRIS LATER -2, POWW III LONG PAPER / 2 SC.,IL,Er I vJ'.1'-0' ® KICKOUT DETAIL i GOTHIC( & cvAr co llim PLASTER (RRMGA V2. 2 COAT ,V.W PM.ANIw(a'W Wm LATER -2, FORTPEIR SUILDMS PAPER a RAPE OKT) UPS LAYER et OlUCCO URA (w" O LY) L.M LAYNOOP SULONS •rAP oVeRNrLIl6PLAOWLYJ OP PPrAIG OR CM le* IIALL PLAW" Iowan PLAOWMS(Ns OGTARJ ,�✓ .. SATMT IT ISA (600 OR NITALL IOCKCR AT.oTlaa Q loom / --,RISCTILIR E r nN un+ LAP. A' osP ALL LAP MOTS, SIDE LAPS OF METAL PLASTER BASES SMALL RE SECURED TO PRIMING P'!1.0lR6. TRY SHALL RE TED MUM SUPFOIVe WITH ®041&-N (0-MM) IISRE AT INTERVALS NOT MORE THAN S' ("S-MM). AS PER ADIM CI061 ua FOR REPAIR OP TEAM IN UM LAYER&, TEAM MAY M PATCHED W440M URAP TAPE FM MANIF SPEC. OR FEEL I STICC WOOD 6MEAT SUILDI PAPEF eTu= k THICK 3 COAT COMM PLASTER METAL LATH WIS LAYER 4. FORTPEER SUILDRG PAPER UM LAYER q. STUCCO URAP ATX VLa WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z S'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING z (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. URD LAYER 9. FORTPOER SIUR.DM PAPER METAL uTl VW GIMP-ADMERNS MEMBRANE R.ASMNS OVER 4*YA' SEL►-AD18ERM H&WRAME INSTALL PASTEN ERS (OLUM. K.ASMNG OVER APPROVED 6711SAP6, STAPLED) AS MAP• NEW TO $SCAM P1..4 m TO 6HTEWO 12M PIRE Priv WN! TO PRME(G t'at' SILP-ADFER145 MB'lRNR PLAGMNG OVER APPROVED Ham URAP. PLYLIIN3 TO EXTEND ONTO PIKE W CONT. READ OF SEALANT INSTALL APPROVED HOISEWRAP AIR IPILTRATION BARRIER OVER 00ATM04M ELADT"RIC COATINS OVER GTUCCO) C.V. PNISM (60 TYP WALL SECTION SECTION PER SECTbN p00.7 Beaty WRIaI IInYSIU Exterior we of portland cemert plaper .hell comply with the eppk tlon ragriremerbofASTM C 926.12A Installationofexterior Ielfft and f kV Mall complywith ASTM C 10SL12)L PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0% MIN. 2.5 LBS- PER SQ. YARD (UTILITY OR NOMINAL LATH FOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REACUW BLVD. L%GWOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdelig18roup•oom AA 5: 0003325 iK Qi • 7' 6 S v IP ulwiv Ie-LoSILVERADO LOT #66 BLK #6 ROJ ECT T04128.001-66061 moDEia 4EBB "1828-CALI" GARAGE 8VnNG- LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B KQ�W OP„ FLorE1M 4 Al INSTALL 6' SEL.F•ADNERING MEMIDRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. b' SELF ADHESIVE SEtsienvs of F-ASHINd, TO BE, OVER TOP A SIDES L EOTTOM. ]. 61DES. 3. T212 VENT CAP IS TO DE SET IN BED SELF 1U00D SHEATHING ,.k OF SEALANT AT TOP AND FLASHING LAYER °I, SIDES ONLY. SEALANT IS TO BE MIT STUCCO WRAP TOOLED SO AS 70 DEFLECT WATER AWAY FROM JOINTS. LAYER O, FORTIFIDER " F*REMANUF. DRYER BUILDING PAPER W x: E-Z BEAD ALL AROD VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH r JOINTS AND INTERSECTIONS CONT. SEALANT) AP40LY SEALANT AT PERIMTER OrCWOOD QdSTIRSGTION I,�FMSN •DD DAGGER ROD / NON -MOVABLE FRAME AND STUCCO �FAST@I TO WDOD STI0J07LIMAL ALVL ALL 6I0 &A CAULKING • JOINT Rd �-- SEALANT o S, '�'�'� - ' �"•'-""` I I I PER SECTION iR704.7 TOP 4 SIDES V TON I I ExOsbr bNng SIIfI pYeOsrittp I I BACKER ROD Exterior use of Portland canent plaster shell comply with the application 6 B DRYER VENT (BLOCK) - requirements of ASTM C 92612A.' ` W WDE STRIP SELF Installation of exterior lathing and framing ' shall comply with ASTM C 1063-12A. AC*MN[ PLASNM CLEAN hteaa�axY DIFORE APFLYINi BARB LAYER 9, :;X'". STUCCO WRAP TEXTURED FMASONRY HOODED VENT BUILDING PAPER OVER 'QUICK — — — HORIZONTAL WEEP SCREED T14M3COAT CEMENT KAS++' r PLASTER — HLOCK� (FRAME TO BLOCK) METAL LATH - - WRB LAYER 4, FORTIFIBER PIPE THROUGH WALL BUILDMG PAPER I UVOD SHEATHING G • _ Q GI cl © DRYER VENT ( FRAME) 6'SELFADHESIVE FLASHING (INSTALL PER MANUF. SPECS) a' BUILDG ER 'INPAPER UNDQUICK FLASH' _ CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION 0 CUT 'X' INTO °:Ss WRES LAYER PI, SELF -ADHERING A VENT PENETRATION SCALE, N.rs. STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING i WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP 1*1 STEP #2 APPROVED WOUSEWRAP BELOW WRB LAYER 01 UAPPLY STUCCO WRAP I ELEC. METER FI EL VERIFY LOCATION ELEC, METER FIELD VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE 9 GRADE '0' FELT MEMBRANE FLASHING T E EN RS BOX. - OVER STUCCO SCRATCH GOAT TO FACE APPLERI— SELF-ADFLASWI AND ONE (1) LAYER OF PAINT EDGE EDGE FLASHING OVER GG OVER A PROVED PRIOR TO INSTALLING ELEC. ::.:.:.:.:.:.:.:.:.:.:.:.:.:. HOUSE~ METER WRB LAYER'2, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED STEP #3 WITH RIGID POLYMERIC STEP *' LEGEND ISOGYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATINGS OVER LAYER *1 STUCCO IURAP) THAT =LEG WIRE PENETRATES (BETE TDYP� ICAL WA�L sLTBDIV. a IAT SILVERADO LOT #66 BLK #6 PROJECT 04128.002-66061 MODZU 4EBB "1828-CALL" GARAGE MWDFG: LEFT PAGE* WALL ASSEMBLY DETAILS 150 MPH EXP.APPLY E-Z B OV£R 60 MINISEAD°.s' ° SECTION) WRB LAYER 02 (FORTIFIBER - • - • - • - - GRADE ro• BUILDING: PAPER) AREA TO RECEIVE METAL LATH grATE of F STUCCO SCRATCH COAT SEALANT METAL LATH x—x—x—x t 1 COAT OF PAINT W/BACK- MINTAND AN INTERSECTIONS :° ,°.°.°• lF ` ` <,. ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP #5 STEP AR.. PRI 8/20/19 METAL AL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT OELECTRICAL RECEPTACLE 0 1/4°=r-0" R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. O PENETRATION PER 60. YARD (UTILITY ILITY OR NOMINAL �� LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING — — — — — �k 2 1/2' k CORNER BEAD (FASTENER t SPACING a I' O.C.) CMu W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1TL 1441 N. RONALD REAGAN BLV .. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 wwwAbdesWVroup.eom AA M: 0003325 a u Q v LI) mm reumm as LOT: SILVERADO LOT #66 BLR #6 1pnoj CTP 04128.002-66061 moDzu 4EBB "1828-CALI" 0AXAOS swsxa: LEFT PADS WALL ASSEMBLY DETAILS 150 MPH EXP. B 3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOW "ATWm— WRAeM T"m IqC b"A WEAn4= I RB L e'6ELF-ADMER6Ci V FLA6MN6 'w \ ( 0 \ •. 6ELF•ADFERNG FLA 4M \�eAreaBR �erive 6lA RENeTIVE 6Wi0EFtR a y 4w MERNo FLA6wCkALV'D MAL W FLA614M p2'tkzLGA" on adoo`iRn° r�m�R—J erracea¢u r% / i \�1'r AIRROVBGAP D GIALAA�NT CASM SIDING TO STUCCO ® BLOCK TO FRAME A TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407.774.4078 www.abdosigngroup.com AA M: 0003325 �o �i ypgy�� W. p Pa $ • r L L Q Q O i t I FnuaDDO IDT 66 6 APROJ T: 4 8. -66 moaau 4EBB "1828-CALM" oAn"Z awuaa: LEFT PAOa: WALL ASSEMBLY DETAILS 150 MPH EXP. B nA `:. 8/20/19 SCfAkAb 1 /4"-1'-0" I.- \ 2x6 SUB-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK DRIP EDGE I` 1/8' TEXTURED I FINISH • WOOD I �� 1/2' TEXTURED FINISH Y CMU METAL FASCIA \� WRAP 41 FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATION I VD' TEXTURED P1I61 • WOOD, 1/2' TEXTURED FIN18N • cm rl METAL LATH METAL PAOCIA WRAP y' WOOD SHEATHING oR a�u WRB LAYER h, STUCCO ~(PRAME ONLY) — WRS LAYER 4, FORTSISER ISUILDMG PAPER (PRAMIE ONLY) 2X6 DUD RAND m ROOFMG CEMENT .47 DRIP EDGE ©FLAN 8 METAL KICK OUT —ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL .NOT INTO STUCCO) ''1/8' TEXTURED FINISH e ( WOOD, 1/2' TEXTURED // FINISH 9 CMU 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS Co'-8' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x� SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK-OUT kME 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 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY AME OR CMU iLL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Xi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lWx4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdesWngroupwm AA #: 0008825 3 o SILVERADO LOT #66 BLK #6 Pno mCT# 041 8. 2-66 61 MODZU 4EBB "1828-CALI" LEFT PAC& WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B STATE OF FLOii�A j CIM VfiLL 12m E 8/20/19 1/4"=l'-0 4" CONC. ,��S.LpAB TOP OF 1 SLAB N * 3W 39'-8' 3'1" 1 — — FM-M12 "I — — — — — FM-12X18 — ml11 4" CONC. NI I SLAB w x l 4 F-24X22 O e• I 3 1 10 10'A A EXTEND FM-12X18 1 SLAB 112' 1e I I I .1 I I Lv T4 T I. SLAB ILL I I I I "I I I �I I "I �I i I 15'-8" 5'-0' I 4" PVC CHASE I I I I N 5 12 4" I I 1714" I I 3'-0" 5 ,I I I EXTEND 1 I . 2 SLAB 112" -- 1 C 4"CON SLAB 0 I a i , II 712 2 � a 412XIIL_- -312 J I 1 MC-12X18 FM-FMC12X18 12X18 FM-12X18 J 10 4 4 .1 2'-8" 18'-0" 2'-8" 4'-4" T-10" 21'-4" 14'-0" 39'$" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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. WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WI NDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWNGS FOR WALKWAY SLAB LAYOUT. 11.13NDCATED #5 BAR, ENDICATES #8 BAR, aDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30', 08 -381, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWWBLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS O) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WTH A.C.I. 530.131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT MW PSO, UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WIN SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, BIh EDITION SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS Bx8 W1.4xW1.40VER GENERAL 3 12' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE RNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WTH 30' LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T,O.F. LONG 8" SEE PLAN 10' - hFMC-1Z08 12" INU S 12" (2)#5's CONTINUOUS 18' 2 #5's 18' CONTINUOUS 18' - ( s +0'p• 12' CONTINUOUS IT - (2) 's 24" 24" 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774-4078 wwwabdes**mup.com L AA #: 0003325 04 I is z � ICE O iC atnmly a Loan SILVERADO LOT #66 BLK #6 041J 001-6 0 1 MODaL" 4EBB "1828-CALM' GARwos awtxoc LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B $TM 8/20/19 1 FOUNDATION PLAN SCALE: 114" = 1'4r on 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND f d p: STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND `t SPACING REQUIREMENTS 0 T SPACING REQUIREMENTS' v�• a{.1q. ��.. I1 GARAGE DOOR RECESS Q • FM J m Z B" CMU WAIL O 0) 8" CMU WALL ° CORNER BARS, SAME SIZE AS BAR I rn W B° O ro f b Z ' ° IN FOUNDATION WITH 30" LEG EACH I W = TOP OF SLgp 70P OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... , SO THAT THE STEEL REINF. IS CONTINUOUS 10 MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EX7. PORCH SLAB W/ i/2" ISOLATION A' ' •, 6EE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4"CHAMFER (1STORV) #3 18" ; .��^•I SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER '>. CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE • \" b\\\s���FFF/// MASONRY UNITS SET AT ELEV: e" CHAMFER (2STORY) W/ 1/2" ISOLATION (1STORY) �, • JOINT (WHERE APPLICABLE) a �� z #4 SEE SCHEDULE #' 24" 30" JOINT (WHERE 8" CHAMFER (2-STORY) Ti EE SCHEDULE .: g FOR WxD, BAR SIZE APPLICABLE) Z A. FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY NB 0T 38" 42' AND BAR QUANTITY (� DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (is, 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 6QAIE:aa"=1'-a' 2 GARAGE 6Q°� 3 "_''°' 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" uWt I aW 5 N NEW REINF. BAR SECUREDW/2-PART 7CAPPED g I EPDXY. MIN. EMBED GALVANIZED PIPE 8", UNO ¢ W/FLANGE 0 BASE p FOLLOW ALL MANE. N SPECIFICATIONS FOR 9 m USE AND PREPARATION OF SECURE FLANGE TO Z HOLE. m SLAB W(4) 11r X 21/4" TAPCONS M sQO ,QeL- 4" CHAMFER (I -STORY) B" 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 Z o� w �a ON B" CMU WALL O . TOP OF SLAB Z SEE SLAB SCHEDULE Z - "ISOLATED" COLUMN PAD ro CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH ° '•'— — — FOUNDATION AND SLAB SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 V SCALE: 3/4"=1'-0" 4 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407.7744078 www.abdosWngroup.com AA #: 000332E . W ;y o p Q S C strsDzv. le Loa: SILVERADO LOT #66 BLK. #6 PIWJSCT 04128.002-66061 Koaszr 4EBB "1828-CALL" GARAas SWMG: LEFT PADS: DETAILS 150 MPH EXP. B —AW / 8/20/19 1 .1A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdostgngfoup.com L AA A: 0003325 C- - - Im strsanF. � soap SILVERADO LOT #66 BIX #6 11WJlX:T 04128.001-66061 bMDZ , 4EBB "1828-CALI" OAMAaa sWINeh LEFT PAGM- DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 114" = 1' 0" si.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK -GROUTED BOND BEAM T� CLEAN OUT REQUIRED FOR INSPECTION "J N- I FIN. FIR. TIE ERTICALREBAR a� i • . TO HORIZONTAL .. 'a..' REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA Z w #3 1S" f > #0 2C' 0 #5 30' #S 36' #7 42' HORIZONTALIVERTICAL REINFORCING SCALE: W-1'4' #5 BARS 112114 M 61 •• 6 Eli. CMU UNIT DIMENSIONS m ARE NOMINAL SIZES O MASONRY SYMBOLS �K 3 SCALE:3W=1'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWWoup.com AA #: 0003325 8 m Y IC 0 O Q L�cy 0 6 SUDDIV. dt LOT. SILVERA LOT #66 BLK. #6 P1tOJ ' 04128,001-66061 MODZIU 4EBB "1628-CALM' OAItAGZ 871►IN0: LEFT PAGE: DETAILS 150 MPH EXP. B 1 8TA7ECF CIi�A DA 1 V 8/20/19 A"l. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 WI (9) 1 Od x i 12" HDG NABS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Dd x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 12" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEWAND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E. E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 SxS 1)0.5 NIA GROUTEDSMID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR S" PRECAST & PRESTRESSED U-UNTELS �PGMw SAFE LOAD - POUNDS PER LINEAR FOOT `w3�M18 SA P LFOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH MA DnaOa "M Me M4aa all.as MUM TYPE LENGTH SUS BPSLENGTH RCMU TYPE wrt 4Pfa47 aFIN4T Dtasim WNW WAS." Iron ra►rt rear aa>.tr rn4rr an ~6 OWN gnat" anals rMMa swigam4a V4" (4r) PRECAST am Mw on m Derr oa w tapt e4" (""l PRECAST ,� 100N MISS e4" (4T) PRBCABT Ter sw apt 4w M aw 7001 Mw 4w nim pa w4 ,opt INTO tw MIND No 4m aw ow 7m 4W Hrl vRErwrr ,aee apt argl Mw 4w ,p4 4ta' (46'! PIIEG6T 7S6 T7f3 13a a4• Nrl PREG6T m MIND aw 3w 4m m am aw 41 glim law a n am taa. imp aIND Mw Mw 4w � aw 1w silo am Mm 4m ow w1 !4• � FRECABT 8iQ e9, tOTa 4'•6' l�9 PaErAsr /MDT p4 aM 3PD 4w 4P" aw-am 4mD glim low on Im imp imw am mr 3m 4m 4ml DmD rd' (84.) PRmmAw 1311 nIN tip Dw am Mtp lap 4m ems' (S1y PRECAST 411 411 746 e4" (81') PRECAST ION t nm aw no wt 4w +w Map m 7w 1" tgl8 >m• aw Mw m 4w r-1r 1799 PRECAST Ioe3 Hp 11p tan p10 >w >w Dw0 B 1r (77) PRECAST 840 88S MS e-10" (70') PRECAeT w alp M. MMD 4133 tN1 am 4w 7t pr w tw Mw pp aw Mw 41p s4" (76') PRECAST i0e 2117 sm rms imn r4" (T&') PRECAST S07 Im 410 r4" (7T) PREGST = w" w am a 110011 mw I= ayo am m aN r4" On PRECAST 74a IN„ tm aw 7po ap aw m T4" (Le) PRECMIT 426 534 30 r-r (Or) PRECAST m Mpr INN TM m aw wt aw 7m an tw 9w as am m rr (1137 PRECAST 6E4 DID, Iw tw aw sm 3m paM rs' dlrl PRECAST sea 612 280 ate" (1,37 PRECArT w w t 1 Mw m imIN fDp w4 Mw DE p, w Dim tw tw Mw am 1rs Marl PRECAST 476 w w taw a1D aMw sip aw 1e4 n]6') PRECAST 3M 40, t6o te4• n7S') PRECAST w w 90 / M, w imp Im wa Mm w w /w w2 Im m aw 1,4" (13r) PRWAST aa3 w w imaa ,w ate mt 4w 114' (,!8') PRECAST 3ED Ore 164 „'i' (135) P4TECA8T 4r4 w w tam 1gl tm w w imp Im 20 mT 4w 4n m ws tw igloo aw lr4" (I"') PRECAST 33T w Mn ,an 1w alp Map Mw 1T4" (144") PMCAST 344 402 ,37 174" (IM PAEGBT 4TO 40 M w 11 1 1w M an imIN tin MID, aw m 40 w w imaM 1 ,gl Map 1e4" (1807 PREC/1BT a3S 471 Tao In ,m w1 aw MIp 134" (Ile) PRECAST 217 931 1,0 134' (13r) PRECAST 4% w DID w DM 1 ,w 4" m tw maM imp am 7e 4p 4p m /w $41 MR. faa IM4" Mn PRECAST 47S 434 w INS m wa 14%W (16r) PRECAST 105 333 100 1414r (,Sr) PRECAST w w m Tat w , 1w 401 m mot 1nl fp7 2W DID) 410 41a n7 f f Ip7 47V' (17a') PRwIRE6� NA M Nt INt M M M M 1.F4' (17a') PI✓ NR 381 M M4" (/7rj PRE6IRCHIlw w w Mn DID w w w w w 1 w to 11gl Im 4p m imp an aaIN am alp t14" (r64") PINT NA M RR w "R M 11 " (154') PNNTHE6S® NR 3TM 83 1e•4" (Im PR3TBmo m pt w glD w w w as mw m tm%J n1 Usk. 1 top 4im TN m Im aw >m aw Ir-r On PRg1R� NA M M w M M 1r�" O0S9 PN�PWMED N.R.194 64 1R4. (w PRE91 Ib w w 40 m w m DO 101.4 m tMn w w3 w w w imp tw go my (air) pm. NA M w w M M M ,r4" l ��� NR 146 63 1" Qom) PA66I1 w In w w Y 40 40 w A aA Mf aw mIrd' Im p0 4p m IW im0 tan mD 21"-C ( ') pparntoSED NR M w M w M M 214. Ow) PRwIR� NR 1ffi Q 3Mi' Owl PItlEB1REpED In In m Mm Mta xo w w m w w w imp w m' w w I,t4 tw tw 3a'4" aui ppwTREm NR M M M M M M axlo" MOM MVWMM NA 11S 40 3rO RS4"1 P w 1r w w 4p DID m w w w 7n I ima I imp tw m In m In w am mf4 m W04 49 meo 4020 w W. w 31W' Pon PpSS1RwOw 74R. M RR M ar-r (jar) ppglti NA W 38 a4'•e Ow) P w w m w w ,a w w w w w w 10p 1!p (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDEDREBAR. PERCENT -ALLVALUES TAKEN FROM "SAFE LOAD TABLAW SY CASTCREfE ANY 2016 EDITION • PRECAST PRODUCTS BY OTHM To MEET OR EXOND VALUES STATED ABM -ALL PRECAST PRODUCTS ARE TO Is NSTAUAD PERMAMIFACYUMB SPECIFICATpONIS • PROVIDE MINIMUM YOF SEAM" PAST EWN SIDE OF IMI DONOPENMS PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: 1"125.03 ---------------- --------------------------------- Ir---- --- — 8F18.1T/ TI-- 8F 8F18-1 TIOMIOB 1 1 I 1 �% j 1 ,% 1 4► 1 1 �% 1 %, �1 1 � I i LLI 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 l 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 I r ----- T L ----- 11 8F8- i T/OM/OB S LIFT BEAM PLAN SCALE: 1/4" = V-G" LINO, PROVIDE BBi WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. &4", UNO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744076 FAX:407.774-4076 www.abdesWWoup.com AA k: 0003325 Hsu o IC � O sumly as LOID SILVERADO LOT #66 BLK" #6 PROJECT 04128.00 -661 MODW, 4EBB "1828—CALI" UARA"Z 9W5i - LEFT PAGE. LIFT BEAM PLAN AND NOTES 150 MPH EXP. B , u ��tu7talcl #5 CORNER BAR W1 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RE13AR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING(1­2) 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 ACHIEVETHE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUSAROUNO STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F� F = FILLED W1 GROUT U = UNFILLED IOMINAL SEAM #5'S, IN 2NO BOND VIDTH BEAM COURSE NOMINAL—. a T/1 M/ B HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/OM/OB INDICATES SINGLE BOND BEAM WINDOW 31/4 PRE -CAST r° 4 WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW ii SILL CONSTRUCTION TYR BOND E BOND BEAM ail 8 -41 1#6 TYP. B'k16' 6 BOND BEAM 1•; '''' Sx16 OBL BOND OP OF BEAM W/ (1)#5 BAR A BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR .+ BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #6 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING_" BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS B Tn . PRECAST HEADER(MIN) TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 16" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK. SIZE.145 MIN HEADSIZE.300 MIN EMBEDMENT 1 19) 8" FROM EACH END AND 1S' O.C. MAX. MIN 1.1W EMBEDMENT 2.8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN V7 SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 -4 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 7/16" OSB SHEATHING 5 ARCHWAY FRAMING DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-774-4078 www.abdeokgngroup.eom AA #: 0003326 � Q BQj S Q w 0 BUDDIV. Ae VoT: SILVERADO LOT #66 BLK. #6 PIloJ=T 04128.002-66061 moDmu 4EBB "1828—CALI" GARAGE SNING: LEFT 11PAGE: DETAILS 50 MPH EXP. B Sa.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA78 W/ (9) 10d x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1@' HDG NAILS, WOOD TO WOOD: USP RT1 SA OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NABS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH, 5. UNTELS 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 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 ACCTUAT_D FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER a 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRU88 MANUFACTURER / ENGINEER NOTE$: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WWP (2)18d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO t_ Q BRACE TOP OF WALL. g $ L C 11- -- m i 1 � _ _I 1 _ 1 1 1 1 1 1 1 - - - - -- --- -� -- -- -- - -- - 1 1 i 1 — --ACCESS-- - 1 -- 1 1 FRAMING PLAN SCALE: 1/4" - 1'-0" C� CJ7 CJB CJ5 to 3.1 rs 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeeWWoup.eom AA M: 0003325 aQQ W O � 1 suml`►. at W7 SILVERADO LOT #66 BLK" #6 0R4 �T*— O61 JAODEI, 4EBB "1828—CALI" GARAGE OWD90: LEFT PAGE: F PLG AN 150 MPH EXP. B Dw : 8/20/19 >sC M 1/4"=1'-0" 3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) IM" x 2 i/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17880 # 1800 UPLIFT (2) USP B-(2) USP HTA18 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 12" TO TRUSS EA STRAP. FL#, 76W 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 2114" TAPCONS TO CONT CONTINUOUS BOND BEAM 1 x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/(3),Sd GALV. COMMON NAILS. ENGINEERED WOOD ,x2 SECURED VW 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LES, l-:710LBS (1 STRAP) TAP CONS MIN. 7' B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2" APART TYPICAL TRUSS/ 1a 1b GIRDER CONNECTOR(S) SCALE:34"=' (2) 21 No .2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3)12d EA TRUSSES NM ERE TRUSS (DIAG. BRACE TO .-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-W (1) "X' BRACE SEAMS) 30--1" TO 80'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO SLK VW 1/2" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7FROM CENTER TO END. WASHER SET IN HIGH 2), WOOD FASCIA STRENGTH EPDXY S" SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2.8 P.T. PLATE W/ 12d' W STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED IM (2) 10d's @ EACH TRUSS TO BE INSTALLED '10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS scALE:34"=1'-a' NOTCH DEPTH 1/4"D O } /�--�Fi,OLE EDGE>5/8" / /—MOLE DIAMETER 2/5"D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE>5/8" PLATE \\ 1 I I I --�OLE 3/5'0 DBL. DIAMETER STUD NOTCHING D��BORING LIMITS SCALE: , ,/2"=,'-0, ,/2"=,'-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 LOJGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WHO 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. &ALjTEEERNATE MATERIALS SCALE: 3/4"=1'-0" REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwabdeoWngroup.com AA #: 0003325 J � a� ku W rs � 4 tl! . j LLL sLTaDIV ae Lem SILVERADO LOT #66 BLK #6 Pno"mT 04128.002-66061 MODZU 4EBB "1828—CALI" GARAGE BWXNG: LEFT PAGE: DETAILS 150 MPH EXP. B 4 OW.l PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4W" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W77' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX SECURE GABLE T02x6 P.T. PLATE W/ 12d's 6" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/12)10d's a EACH TRUSS TO BE INSTALLED Q 10'-U' O.C. MAX GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-078 FAX: 407-774-4078 www.abdosWigmup.com AA N: 0003325 Pi • L O auansv a Loan SILVERADO LOT #66 BLK. #6 vaoiw' 04128,001-66061 Moa=* 4EBB "1828-CALI" GARAaa 8TnN0: LEFT PAGZ: DETAILS 150 MPH EXP. B ARCHnWT: SATE OF PLORDAOF PLORDA i. iN es AR DA. /20/19 dC /4"=1'-O" � �1 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) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EOUALLY STIFFBACK ATALL 2x SUBJ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 10ED d ENGINEER WOOD GALV. COMMON NAILS, ol TRUSSES 0 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)12de MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'4)" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCAIE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 111: 0003325 J p C Im Ll aysaiv. a: L/oT: SILVERADO LOT #66 BLK. #6 PRojacTN 04128,002-66061 Moaa)d 4EBB "1828-CALI" GARAGE 8WENG: LEFT PALM DETAILS 150 MPH EXP. B 3.1 C w GOeLE-ENDA ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7.10 ZONE 1 = 8.97 PSF 09.97) ZONE2 =1728 PSF(27.98) ZONE 3 .33.53 PSF (43.53) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DNPIWAOIA FOR ASPHALT SHINGLE ROOF USE MIN 7116' O.S.B. OR 1/7, COX EXT. PLYWOOD, FOR CEMENTITIOLIS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 03 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W IN W OF GABLE FNn ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR SHANK 8d RING SHANK 2lrr 0.1 AT 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 10 0. 120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1639 EXTERIOR SHEATHMG USE 1r2" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RIND SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL J ZW S LU (7 a Z (16 Z a 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES EN TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2 FRAMING SPACES AT EACH END. R cEa O1R TRUSS -` mm��� 1 mmm��t aLl 111111 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD. ` 8d RING SHANK GUN NAILS 012' O.C. IN FIELD or 8d x 2 12." SCREW SHANK PNEUMATIC SCREW -NAILS 017 0.L4�1 FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARC" TECTURAL , MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 53D-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W.. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD. ` 8d RING SHANK GUN NAILS 012' O.C. IN FIELD or 8d x 2 12." SCREW SHANK PNEUMATIC SCREW -NAILS 017 0.L4�1 FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARC" TECTURAL , MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 53D-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W.. PROVIDE 6%AIR ENTRAINED CONCRETES MSEDTO EARTH OR WEATHER WOOD: NON -BEARING V4000 WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOS® EDGES OF CONCRETE ARE TO BE CHAMFER® 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATE 8, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb - 1100 PSI AND MODULUS OF PROVIDE 6411L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASSONCAOUTDWHIEINDICATED ON ELASTICITY = 1,400,000 PSI. ALL MOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE ORAW NGS. SEMIS LAPPED B INCHES AND SEN E0 WITH AD EMW TAM PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE T: DISODIUM ESETO RETENTION LEVELS OF 0.25 PCF OF A BORATE RVATIVE PR DTETRAHEDRAL NFORANY FORMWORK c ROBORATE(DOT). V400D FOR STRUCTURAL SHALLVBE TREATED FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AC 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %*OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAIUW PER FBOR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT NTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE40OWNIS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI W= TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FORSLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE WPA. TRUSS DESIGNS SHALL BE SIGNEDAND REQUIREMENTS AND SLAB-0NHGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION HORIZONTAL STANDARDS FOR METAL-PLATEC/W ONNECTEDMVOD TRUSS CONSTRUCTION:, AND 'TPITCA BC311' VERTCAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 60 pd RAND EW. WOOD TRUSSES. 20 pef TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" #8 BAR - 36" 10 pd BTM CHORD H1o­t #5 BAR - 30' #7 BAR - 42" TRUSS HILL PROVIDE CALCULATIONS INDICATING OOFOR THE ROOF DEADLOADSROOF PROVIDE 36'x W CRER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR ONS NTHMANUFACGUSSURERETS, REQUIRADDITIING DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTHANSI A56.1-1 B82. 15 pe1 TOP CHORD 20 PST TOP CHORD (7 pef W/ ASPHALT SHINGLES) (10 pelvd No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Psf BTM CHORD 5 pef BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WHO UPLIFT: 1 Opd MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW WIGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 per WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pd "Na. DEAD LOAD SPEED =180 MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY III 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 WTHOUT STORAGE: 10Pef, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20PSf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMSEDDEDITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE AND DECKS: IOpd, GUARDS AND HANDRAILS: 200pd, GUARD INFILL COMPONENTS: SOW,, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pd, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4DW MASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING MIEW- "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 57TMS 402, BUILDING CODE RE ISFOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS W ILL BE REVIEWED FOR GENERAL COMPLIANCE WTH 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO-0ELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOC( SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W N D UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OTHERWISE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS CONTRACT DOCUMENTS ARE PROHIBITED ( ) PLACING CONCRETE FOR COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER ALL INSTANCES THE CONTRACT ASTM C•476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "LISP STRUCTURAL L HE E M DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NOS CHECKED, UNLESS OTHERWISE SPECIFIED IN L SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM SIB° CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITINGBY THE ARCHITECT. E COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP Of 8" TO 70". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT, LATEST CATALOG. FOUNDATIOW HATE PREPARATION: "S" FOOTINGS DESIGNED ALLOWABLE RE 2OF TYPE'M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS ABSUB-RAD OMPACTED T ADRYPRESS LdASTFOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DIRT DENSITY OF A7 LEAST 95%OF THE EXCAVATIONS AND DENSITY SHALL BE 3W THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OVMJER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 8 X SAR NO. (48 BAR DIAMETERS/, U.N.O. 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 STRUCTURAL STEEL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE ... SPEFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, ECIDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:9TH A36, Fy = 36 km FOR ANGLES, PLATES, AND WSHWPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADES. = 48 kei. STRUCTURAL PIPE SHALL SE ASTM•63, GRADES, TYPE E OR S, Fy - 35 W. TUBE AND PIPE 2,500 PSI REGULAR MIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTEPIYCE SUB ANCHOR BOLTS AT THE COLUMN BASES SHALL BEASTM A307 BOLTS WTH DOUBLE -NUT LEVELING, ALL CONTRACTOR9HALL SUBMIT PROPOSED MXOE$GNS WITH HISTORICAL DATA FOR EACH SEPARATE MIX PPoORTO OTHER BOLTS SHALL BE ASTM BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP $HALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER WITH BE TIGHTENED IN ACCORDANCEE WTTH THE TIARNOFF-THE-NUT METHOD. CONCRETE %KL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C 84 OR MEASURING, MANG. TRANSPORTING. ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCH®. THE VAA MUM I] ME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNIT IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THEE IS DRAY IN SUCH THAT A BOTCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL HOT BE PLACED. IT $UAL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH TIE ABOVE REQUIRED CONCRETE COVERAGE OVER RESOR$WLL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY ED(P0.ID TO EARTH FOUNDATIONS) fl FOR CONCRETE EXPOSED TOEWRTNANDORWEATNBt 1.1/2' FOR 05 AND SMALLER 2- FOR #6 AND LARGER C. FOR CONCRETE NOT 8FOSEDTO WEATHER 3W FOR SLABS, WALLS AND JOISTS 142"FOR BEAM AND COLUMN PRIMARY PEINFOPCEMERl, TIES, STIRRIAB FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIUTON SIZE TYPE SPACING I REMARKS APPLICAAON SIZE TYPE ePAQNG REMARNB 1.2P1NURRHGro MASONRY ICONIC. CASEIMSDBNEDCOIL Nwl l 1? LONG. OMAGE. EI.CK TO MABOMY/NNC. SEE DETNL SEE DETAE SEE DE -SEE DETAE SOD K.IXT. DOORS CASE-- COK B"OC WMDOwDOORIPABTENEO OMAAE DOOR BIIGI( SEE DETAIL BEE DETAIL SEE pETM SEE.- 1•PT, SEE NOTES RNLI II2'LONG. BTA00 EKED INTOMABDNtYIWND. TO MABOIMY/CONC. wwoowaA:K cA9E HARDEN_ B"D�c wwoDWroocaFA3 . METK aTawro CONTACT THIS ENGINEER FOR SPACING 1. PT SEENOrE3 NWL11/C LOAD. BTAOGFAED INro MABONarxaNc. MABGNRrIcoNc. REQUIREMENTS EM, 8NN0 DOOR S'qA "TAPOOM 11Y2"EMBED, S"END NONBEARNO K000 tIY• ExPPNEION 2L OC 4"EMBED. f'END BUCK 2s PT SEE NOTES No19n WASHER _TNEA 13"pC DIST.,1 tY2•®GEDBIr WALLro CCNC BI/8 W/WASHER BOLT DIET., 3"EDGE DIBr. 2a Pr WNOOwa1Cl( 8138'PAFx21e' B"QC <"ENO. DIBT.,11? PT T09TEEL WL.BEE wl WABHHi STAGGER® EDGE Olaf NOTES 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP 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 DETAREDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME Ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslBWgloup.com AA #: 000332E O C $ tu d O 0 sUDDIV. So LOT: SILVERADO LOT #66 BLK. #6 PllOJWT 04128.001-66061 MODZU 4EBB °1828-CALI" GAleAGE OWING: LEFT PAGE DETAILS 150 MPH EXP. B S ITT 1 1 - TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS ipqKllll- A )-D