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HomeMy WebLinkAbout7102 Boxer Round Pl99 1828-4EBB-CALI 99 ,\�,\NG O�p\"� GGprc4 GR\OG R\G 016, �GoE GF le ?.Now N�,NGE� OR HOMES DEC 04219 V 12602 TELECOM MRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .jib IE (,� ABOVE DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE *�R■ *M.* AMs._ /yam AM = A B �Y1 L/WY NAY YIND MIYm *OCCUPANCY — RES�ENTUL GROUP R3 TYPE - VB ABV. NC ADD. AM AMP. BD. C� CAB. AIR USTABLCONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET LAV. MUM. M.C. MF0. MIN. M.T.AI�ATE MT MTL LAVATORY LUMINOUS MANUFACTURRJEf MANUFACTURER MINIMUM MGDNT® METAL �,,� Cp'g �p ARCHITECTURAL SHEET DESCRIPTION 'fW �( �AjE PG Cl-COVER SHEET PG GN-GENERAL NOTES /� CDTiRE•IBBIED O!/!I/b 6ENVG ELEVATIONS ADDED TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 :CONSTRUCTION INTERIOR FADSH — CLAM B -BASIC HIND SPEED - Vult=150 MPH Veed-116 MPH TPOSURE _ B •1—STORY RESIDENCE CLO. CLR. CONC. CPT. C.T. D. DBL D.G. CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED N.T.S. O.C. Pc P.B. PH PLT. PLYWD. PR. SCALE NOT TO ER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR G Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI -PLUMBING PLAN � CDTIRE•IB&ED 04/I9IB ROOTNGREVIBbI(PERMEOYES 06r4m CD'bFE.IBNED 02f" ADDED CUIiELE88FOOTERATCARAC£DETAIL MWM•ER8) O M119 PLANMANT84ANCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURE TREATED PG Ml-MECHANICAL PLAN AND STATE CODES DIM. DISP. OR DR. D.S. DTL. D.W. EA. ELEV. EQ. EXH. EXT. F.GIFX. F.O. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS R RAD REF. REP. RM. R.O. S.C. S.D. S.H.S. SELL SHTHG. SHWRL SIM. SL. RISER RADIUS RETURN AIRGRI L REFRIGERATIMt ROOM ROUGH OPENING SOLIDCOKEEXTDR SMOKE DETECTOR SINGLE HUM06MA9 SHELF SHEATHING SHOWER SIMILAR SLIDING PG Dl —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS 03401M REVISED LINTEL 50 AT FlUNT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT ROLAND A. ABOUCHACRA AR No. 93723 04R4AB ADDED ADDITIONAL IECEPTACL. E M GARAGE PER WILL BATBQI ITELB.J SQ.FT. CALL. S 004A9 WAND WV,AC VOLMES ON SOFT C Air SCNEDILE (MELW OSA7)19 ADDED' EXTERIOR MOW DEEP FOOTEWDETAIL I2AM(OK) LIB 430 Sa FT. ENTRY 16 ea PT. LANs FT ADDED LED LKNfS • KITCHEN I BATH8i0MB 0PERRK MABODES ffM19 ADDED STONE OPTION ELEVATION C I D (TAMPA) OM ELEvaTKRHI G• 6IDNG-ADDED LdlvER. GABLE ROOF A.B. DESIGN GROUP, LLC. TOTAL 2362 SA. FT. FIN. FLR. FINISH FLOOR SL.GL STD. SLIDINGGIASS STANDARD PG WA5—NOT USED 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 FLUOR F G FLUORESCENT FOOTING sws TEMP. SHEAR WALL TEMOM PREDGLASS PG WA6-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 OA GAR. DISP. GAUGE GARBAGE DISPOSAL THIC T.O.C. THICK TOP OF CURB Fax: (401) 774-4078 O.F.I. GL. GROUND -FAULT CIRCUIT GLASSINTERRDPTER GLASS T.O.P. T.O.S. IYP. TOP OF PLATE TOP OF AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA-DETAILS GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H.H.C. HOLLOW CORE V.P. VAPOR PROOF HER. HEADER W. WASHER OR HT FIGHT W/ WITH ON WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDERHOT. THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. MT. IUL NTERIOR wow. w/x W.I. WATER HEATER WROUGHT IRON PG S1.2—DOWEL PLAN PG S1.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SETS ARE UNCLEAR AND ORDER To BUILD THIS PROJECT BASEFURTBER DETAILING OR D ON THIS ON IN PG S21A—DETAILS PG S3-FRAMING PLAN DRAWING SET. THE CORRECT PROCEDURE 18 FOR THE BUILDER TO SUBMIT A WRITTEN R.P.I. (REQUEST FOR PG S3.1A-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.113-DETAILS CLARIP7CATION. PG S3.iC-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFP9 IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNi-DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RF1's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SIT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesWigoup.com AA #: 0003325 _ �a 4 g 1 15 st"m3tV. as 1L.0 SILVERADO LOT #2 BLIC #17 04 0 - 71 1[OD�I.c 4EBB "1828-CALI" Gw)1ZARi1lQ aWaiu: RIGHT PAG1M COVER SHEET 150 MPH EXP. B DA1 M 10 /19 aCALE: 1/4"=l'-O" 1111mu " C1 OENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Sth EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 11301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION 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 $HALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 13B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1,15INCHES THICK, OR 20-MNUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 MM) SHEET STEEL P MN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302 6. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'%4NCH GYPSUM BOARD OR EQUIVALENT. 811EWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/P 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'-0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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' 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 ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER S- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ONPLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MNIMIMDIMENSIONOFANYPLYWOODSHEETSHALLBE24'ANDTHEMNIMUMAREASHALLBE8FT .SQ. PLUI!!16 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 W (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 3GPM 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 SECTIONP29D3. 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 P26032, ERi6tlOR WALL COVEIIIIIIiIN 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 EXf9tlORFiIIERIEs 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-1063.1IA & 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 STAR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES (CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOR'S 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 FORCONSTRUCTION OBSERVATION. EXTERIOR CEWNGS 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: 407-774d1078 FAX: 407-7744078 www.andosWVoup.com L AA A: 0003325 >d a a 8L r c r ( EtVaDIV. At ' SILVERADO LOT #2 BLK #17 PUROJWT 4128.00 -02 7 MODZI- 4EBB "1828-CALI" 0A1tAGR OWING: RIGHT PAG14: GENERAL NOTES 150 MPH EXP. B 19 FIOLAFD A AM"CM l M NO 0723 i awl 10/09/19 8CALlM 1/4"=1'-0" wlEmw GN I o to o o Y�YYI : o Ls1YYY�1111Y1 aIYYIYYYYYY o o �YYY10 • o o'I�YY�YI'a - Ulm M 11 II ME i,.. O 0•` � � ri - - . . :I 2 • 1!'�© \ i ' IJ'f G G M I i� . :� ® Ee, 1 rII�� C+_� M _� M Mw i • 0 J 1 ' i 1 . o� MI '. : a► i i • o Rm�r�a rV 1 . i ■ • i 0 Z o 0 M IM 2 M oIYYYIYIo��o7YBYIon 1 la ■ o . M IOliYl;o olYYlo -* 4 C I�YYYYYYYIY�I SQ.F"P. CALC. S LIVING 1026 SQ. PT. GARAGE 430 SQ. FT. ENTRY 16 SQ PT. LANAI SO SQ. PT. TOTAL. 2362 Sa FT. A*E E EWIDdYn 214E >< WHVMM maw MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SJSD. MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. 112 5 20.4/-22.1 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.15 BLDG. CAT.=II. EXP.-B. MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. A L. TOP PLATE 9 in BAR DETAIL ARCH DTL. B E: 1/2 • I'-0' FLOOR PLAN SCALE, 1/4' . 1'-0' NOTE= -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICiWESS, SOLID ORHONETCOMD-GORE STEEL DOORS NOT LEGS THAN 1 3/8' (35 MM) THICK, OR 20-MMM FIRE -RATED DOORS. ,t N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesWngroup.wm AA#:0003325 , r Q O S SUNDIV ai X,0 SILVERADO LOT #2 BLK #17 PX0J=T 04128.00 —02171 won3n. 4EBB "1828—CALI" GAIt"311 aTrINC : RIGHT PAGI& FLOOR PLAN 150 MPH EXP. B D 09/19 SICAIM 1/4"=1'-O" S!I>l6�T Al �� ■. ■. �_I I_I I_I I_I ��NMI "" III 8'-B' BR3. 0'-0' FIN. FL! � FRONT ELEVATION ALE, 1/4 . -0' TEXTURE0 WINIM NOTE: WALL FENESTRATION FLASHING AS PER FDCR R103A OFF RIDGE VENT OFF RIOGE VENT 0'-0' FIN. OFF RIME T RFAOFATNC = 2364 SQ. Fr. NET THE VBMIATION AREA REQUIRED = 1/3M moctmmvENTIIATIONARFA = 2364/300 _ Ta TMTORAREA X 50. INCHES PER FT. 11/11 = 11 M250. N. PAMEOUIR®VISNTIIATION = .5% 313472 IN UPPFA PORODNOF ATTIC S®367q IN. OFF HVOFEVEfIIATIONAREAA 125 561N. PER VENT 5936 /115 rOFVENIS Perawo = Asum rOF'EN9S PROMO® _ APEAOF ATTIC ISTHE PERIN61Bt OF THE HOIAE, ILMTIEOVBPi0N0 Pxle"OFINA11TOEMIOROFWALL, NO OVERHANGS NaUDIM b REAR ELEVATION SCALE, 1/4 . 1'-0' TENURED FINISH ------------------'—t 0'-0'FIN. FLP- RIGHT ELEVATION E, V4 • 1'-0' MxvftD F-wirw OFF RIDGE VENT OFF RIDGE VENT ------------------- N----------------------- LEFT ELEVATION SCALE, V4 ■ P-0' TEXTUIED FINISH 2 1-®Tr. I I I I I I I � I A DECO. DTL. 1/2 • P-0' -O' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeWigroup.com AA M: 0003325 at I Q 0 D minmrv. a L10 SILVERADO LOT #2 BLK #17 PLWJ)mCT 04 28. -0 17 BWDZIA "1828-CALL" GARAos award RIGHT PACs ELEVATION "D" 150 MPH EXP. B 91 I10/09/19LIM 1/4"=1'—O"m A2D 4 ELECTRICAL LEGEND SR'MDOL DEFINITION NOTES --e DSV OUTLET ie AMP 6NaLE POLE IOV CumIrr SBv Oun mT H OF OUTUNT aRMo To urtcN GPI RIOV OUTLET EaISFEDWHARFAUL NT IPIM V rrA PAU IE6rrANr r n-v 77/V OUTLET rU Y6E CONM6710N _� IKT. WTEVRDOF 6R000 MILT -tt- EFI OUTLET N1111EMER SWTCN Its Swna4 S-IWY GPM It4 SWTCN 4-WAY OPINE. U-LL r1o1.FNTeD tort CELJM LOW © LED CLO LIGHT O VP VAPOR PROOP L12W OI CAN WALL SOONCI PIE4UIED ® vaNT. FAN 1 CFM PER sa FT. Nl/rr. FAN tlYLi6Nrt I tlM nE1166 A. FICTION ST (6 BUILtE )sr ® I-S Lr ~ FL w rMa� r•FrrJ FLYOIEocw FLUORISCIR 4' TRAL L Liam O PANEL OSD. wow oerwroR VT11LlW R4' 1 WLL MOIMEp YU-10699dr- 1w Imom DETECTOR V(.NA�IIR ® COMM C o E DEWTQ a`r0 NTE01-00"oom SMALL C A DNTANCE OF NOT LESS THEN 4• PMDAN7 LI6Nr 11� NATURAL 6" CUTLET ► TILLM-M" JACK IW WTSR NSATER aasalu� saVIM DECONIECI w AIR CONOMMI" DYCCINM.•T I MXVOM JACK LN6 MEMMO TO BE SPFCIOSO N J O J-epee OM � As III 1 FOR TO N 61MFORIED N QLOAi F1ILLIONIi K400W At O 4 FO MARrW A• 61L^N FOR 20202112L— p�pp 74' tr.#ACG@CIW UOMT STRIP IIr' FIrvDESesLr L16NT RMP eneeeeee AV NeAADIVICEW LNMT 67" FLOOD Lear OFT. 6ECWrTT' K/'fPAD • Pa. PYN•M ;w POR omm USr PORT • LOCATION OF /V JACKS a P10M OUTLETS a PAFr TO C Va1ERED • No!lOWIR PRE•COOTREWWN I• LL711G, • ALL r a ?e Ar'r eINIICH CSICuI» TO OE ARC FAULT ER PROTECTED PELECTRICAL PROVISIONS OF mm • Oe Al'r DEDICATED CTRCIUr. • am A ISLAND (NOT ON KrT 4 W CSGUT) • DISMMNER DISCONNECT TO ! LOCKOUT N PANE. • ISAYMPICO 1 EMIAWT PAN 70 NAVE ITN. CAPACITY OF ELECTRICAL romov"Im" O be a" DM"TTEW SECTION MBO`3 PlRmia.eDiEmLm1 o I • LAUNDRY ROOM REClP7ACLE s1uLL DE 6110U6D FAULT CSICNT•IRERMIPIER PROTECTION FOR Popolop Q oN Fanc4m • WIRN61•BTwaD SMALL a NON MTALLIC CABLE POI ELECIPUCAL 114006IONE OF E{If� A'rN+ Uro ra«RrL • ALL SAOIIc M CON�LT WTN daCTIECAL PROVINONE Q TIE FaIfR aiu IFD eeTt • ALL Lel'tra PULL Y YI p/.wn eY MYLGEe 1/G TSR LI6IR6K Ml6T Y ENERGY ER4Cl- TYPE PMI M&C. CEILING MTD. LIGHT TO ISE INSTALLED, PROVIDE J-DOX FOR OPT. FAN ---------------------._.___ -X-i OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' ° I'-m' WP PWM NOUN -A El.'F1YYr'"T�+'"'"TTT'IT>•EE{E7Y YYW��YYYW EE-'7EEaSGO. MCBM=MEE7 IIiE^= ®YY�OY iW Ems mYo�mY Eaa r�Yo��mo ®Yo�•�mm om�oY® mm�oY© oYmxc E©Y©momm o m m mY©^�1'T�EOm rciYmc�c-r��,�sri mm®oYm s���rt--r-a—rYYmY�� �SS! rr•IEV • Trs BUSINESS MMM YYY =ELM :aa JL�a©� E�YW©YYt• M�M�E�L�MM YYY ��Ep i 22 as�:��Y� EEwmEEEEEM"YYEEEEER Y YYL�MEEEMI ©©©i M�'a L7 t �_ EEY �YYEEEMSS 6��YYEEY EEY I © IMMENSENESS I II' I I I I I I r I I I I 6 I I I I L I I I I I LED LIGHTING ® DOUBLE LAV. OUMIW BATFI 150 AMP ELECTRICAL RISER NOT TO SCALE. GwaltAL BILCI S"MATERIAL6 AND N&TALLATICNa SHALL CQ•RY 4 ] ELECTRICAL PRDV DN" OF TIE �Yi @RICH ft- _ LOCAL CODES, AND ALL LOCAL PQER COnF'Aw IEOUIIU flow . S. ALL QP4XICTORE SHALL BE TYPE TMSUiIEq UNLESS NOTID OTNERN6E. POWER COMMA TRAFEPONI'm s ----------- ------------ LED LIGHTING Cap SINGLE LAV. • BATH PROVOE AJAE CIL n4 N • M Cu N O• CONCUR OR S We AL TMW • F6 CU N 7' CONDUIT. (CONMJT TO IMPRIMIS MOVE NORIT • OJR140PI 1 n m'DNATION a01vm sO A/T 0004K ECT SAWN AND EerJ.To VC ELRIC ECTMTER IN I NO" SR EICLOlISE PMQ MII SENILZ CAMLE � Te"wcNm"wcNN Iee'1'!rt EOUNort TEPWO44L AT LOW eCf0116 OLTAdX O VOLTAGE VCONNIC710N6 1 V CU SERVNM 6411OUD C r#=l D 10 CONCRETE EICAM POOTER STEEL PER ELECTRICAL F NOvrIONr OF 110 WCd. SE'• DU K a FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.Iwrr1 AA a: 0003325 t a� $ Q a lilt atnmly 4 LO'h SILVERADO LOT #2 BLIC #17 P1W ' 04 - 2 7 >t OD= 4EBB "1828-CALI" GARAGW 81UN01 RIGHT iFAGa ELECTRICAL PLAN 150 MPH EXP. B D M 10/09/19 WCAIM 1/4'=1'-0" W73iWT E1 2' VTR . �R KITGFIEN // \ `� I V2' 6INK av I I!!�/ IIn AUTO VENT ` rl V2 7lr 11/2' , ( WG r I V2 y TUB I I 3' I I/2' I I 2 LA I 3, 2, � LAV We 3 3 I I 3' y IIR SMIR WA"IQ 2' 2 co 4 4 TO IAIN PLUMBING RISER DIAGRAM PLUMBING PLAN 6cALE. 1/4 . I'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdedgagroup.mm AA M: 0003325 BCE as _r 4 g oumxv. a. Lan SILVERADO LOT #2 BLIC #17 1noJwT,p 04 8. 02- 17 >,coass. 4EBB "1828—CALL" GA3.AGR >sWZNM RIGHT PAGM PLUMBING PLAN 150 MPH EXP. B HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFa. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL DE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL ISE SEALED WITH GLASS PAS 4 MASTIC. AND NBTALLED AS PER FOC 6TH EDITION (20T) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NPPA WA 2-&1 4. FREBH AIR INTAKES SMALL 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, SMALL DE CONSTRUCTED OF SMOOTH GALV. METAL, OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS $HALL BE CONSTRUCTED N ACCORDANCE TO MC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROCI'% CCNTAINNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES $HALL BE MECHANICALLY VENTED N ACCORDANCE WITH POO 6TH EDITION (2011) MECHANICAL CODE SECTION 403. B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S, ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED PIPE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECC IMENDATIONS AND FBC 6TH EDITION (201T) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFILMR —. SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l DALANGNG DAMPER OR OBO 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR ® THER" 106TAT R9 PASS-THRU AIR GRILL NOTE: ALL HVAC TO NAVE PROPER PANS W/ DRAINS SECURE STRAP TO GONG. CONUNITDENSER ATTIC UU/ (2)•3/161X2' TAPCONS 81MP80N WD ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE GLAD sSXI 1/4' 61t. MTL. SCREW$ SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL /—FIN. FLOOR COUNTERSUNK BRONZE FL. PL. / OR WALL CO. PLUG —FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED UUADE 8240-K "AM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.V:G OPTI/$PEC QFLOOR SLAB CLEAN -OUT (TYP FIN. GRADE OR PAVING BEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE A6 REQUIRED DEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 - I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdestgngroup.com AA A: 0003325 a IL W J 4 sV?SaIV. It LAT. SILVEftADO LOT #2 BLK #17 PROJWT 4128.00-02 71 2i[Oa1il' 4EBB "1828-CALI" oA�sA02 ewnro: RIGHT PACE: MECHANICAL PLAN 150 MPH EXP. B DATJ� 10/09/19 MICALID 1/4"=1'-0" >s EN= M1 2X4 TOP PLATE PRE-FAB TOW" IA' CLG BOARD V2' DRYWALL 1 ' 1 2X4 WOOD STUDS 024' OC. FIN. PLR rKwI C: a UVa IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16, O C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.G. l TYP. INT. WALL NON—BRG. Dl SCALE: 3/4'.IAV FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION WSM.1.1 ON J' OhAk SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS7lr,,j.-,L MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ ,S/S' GYPSUM Bf OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- S (2) COURSE DO NOT CUT THE BOND BEAM REBARS za PIPE THROUGH BOND BEAM Dl SCALE: 3/4'■1'-0' ENERGY CODE FORMS -ATION R-VALUES 'RENICE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTAC 4-IENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL —lx2 P.T. FURRING- STRIPB • 24' O.C. a, cm - 1/2' GYP. WL. 15D: - WOOD BASE — n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER'90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON r}' OhA. SHEATHING ORCOX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND C67 EiNT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FILM 1 ... . B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPE 4 1—STORY HIP BLOCK WALL (2) LAYERS2:12 LNDERLATOLE88YMENTTHAN 4SYST:12,AEM SCALE, 3/4'.r-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 48b9 TYPE IV, OR ASTM D 615T M ICIt6Y LN . M. I 2B GAS LINE THRU BLACK se.u, vr.r. FIBERGLASS SHINGLES OVER s90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.L1 ON I}' Oba SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0. TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 112. 7 ICI 2 COAT - FORILAlO 02e'!R MMTM.APPLI OXfcILr TO MA/O VW FROGIxT ArnvVAL Ism. s GARAGE DOOR JAMBS pl SCALE: 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS-\ BTIFFDACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG U0.TPL46 — CONT. 2x RAT RUN SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE PORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8' GYPSUH BOARD OR 1/2' WW STRENGTH CLG. BOARD R-43 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL ^' bt2 P.T. FURRING - STRIPS • 24. OJC. V2' THICK 2 COAT V2' GYP. WL. BD.- PORTLAND CEMENT _ PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR � 4 , a' cMu , a: .'4 q n W/ WINDOW OPENING 2. D TOLL FM %L Pm mm FIBERGLASS, SHINGLES OVER s90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSUU ON J' ObD. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS IQ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY F-� 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL \lpV SCALE, 3/4'0-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdeslgugroup.wm AA M: 0003325 rgt a G W � S aulm a I'M SILVERADO LOT #2 BIX #17 4 12 OT�-0 17 1LGD7Du 4EBB "1828—CALI" GARAGE ailIIdGi RIGHT PACE: DETAILS 150 MPH EXP. B ,1 ff DA & 10/09/19 NCALM 1/4'=1'-0" smis r D1 ® \LSlCURE 3x4 ON-j PLAT TO GLK W CUT NALG. SIDE6, 2X6 bARAOi DOOR am w (S) ® VW A -DOLTS 4' EMGEDPENT MN Ill/ J'XJ W4,6{EI! AND NUT SPACED Y PROM PLO= TO GARAGE DOCK NDIC N JOINTS PNtlOR TO PILLM 1.2X6 PT CLOCK • CENTER OF ® DOOR HEADER WKQAW' J-COLTS 4' EMORDFEM W) 2'W'4' WASI#R AND NUT. NOTES, GE N NCE ACCORDATO I E r MAKFACT1 MWO 448TALL4TKIN INSTRUCTIONS WHERE SUCH NSTRUCTIQIB AM MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT \QV4GYi M - B' CHU 14' DRYWALL I'X4' OR PXZ' P.T. NAILER aTfMW� Ix4 P.T. OR Y4X4' MM. SECURE THRU FRAME 4 EXTEND 1Yr INTO BLOCK ❑W/ %' TAPCCNS (MIN 9HANK SIZE J45 EADSIZE 300 MR EMBEDMENT I-Yi WITHIN8' OF EACH END 4 IB' O.C. MAX SPACING DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)V) DOOR JAYS TO BLACK +3/4 OR +V4 WIN I _W ROCK + OR + A \ZVOCALE, KTB. 2X4, m SECURE TO BLOCK W/ 116' TAPCONB OR (MIN. SHANK SIZE .10 MIK HEAD SIZE 300 MIK EMBEDMENT 1 Y4') WITHIN 8. OF EACH END 4 US' Oa MAX SPACING. 2X6,m SECURE TO ISLCrK W/2- ' TAPCON"R GbWIK SIZE .145 MIN. HEAD SIZd)" MM. EMBEDMENT 049 WITHIN 8. OF EACH END 4 S• CHU U1' O.C. MAX SPACING. V DRYWALL 2X&,® I•X4' OR I'X2' P.T. NAILER SECURET BLOCK W/2-Ws' CASING ONG (MIN. SHANK 8121E .145 �ITTACW MINI. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y41 TO 2X PER WITHIN 8' OP EACH END 4 MANUFACTURES, DETAILS. IW DO MAX SPACNG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41 DOOR JAMB MOW +1-1/2 u 1FDi f TO BLACK +1-17 2X4= SECURE TO BLOCK UY TAPCONS (MIK SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT 1 Y4') WITHIN S' OF EACH END J NOTE, STRUCTURAL 2X 18' OZ MAX SPACING' MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V TAPCON& TAF'CON MIN. 1 Yi (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , Cmu MN. EMBEDMENT 1 YV) 'DRYWALL WIT14N 8' OF EACH END 4 10' O.G. MAX SPACING. -X4' OR I'X2' P.T. NAILER 2X8,G® SECURE TO BLOCK WA-jir' 7(�' o9JS. x a' nR (MIN. SHANK SIZE .145 CASE MIK HEAD SIZE 3M DOOR JAMB OR WINDOW MIN. EMBEDMENT 1)4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' Or- MAX &PACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-iS if BLOCK C SCALE, KT.S. 2X4,m SECURE TO BLOCK W/ TAPCON8 (MIK SHANK SIZE J45 MN. HEAD SIZE 300 MN. EMBEDMENT 14.) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO OLOOK UU12-%- NON-STRUCTURAL TAPCONS TAPCON MIK 144' (HIM SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3W HIM EMBEDMENT I Y4) ,—V CHU WITHIN 8' OF EACH END 4 J1' DRYWALL 13' O.C. MAX SPACING 2X$4 I'X4' OR I'X2' P.T. NAILER SECURE BLOCK W/2-11W CASING (MIN. SHANK SIZE J45 MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 )V) ttACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' Or- MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y49 DOOR JAMB TO BLOCK +2 ��1" iL1 wx A To BLOCK +2 ly 2X4m SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH ENO 4 MUST BE ON OUTSIDE 4 IS' O MAX SPACING. SECURED THROUGH SECUR SE O BLOCK UV2-9(e'NON-STRUCTURAL TV TAPC 14 MIN. I-Y4 (MIN, SWANK SIZE J45 EMBEDMENT INTO BLOCK HIM. HEAD SIZE 300 • CHU MR EMBEDMENT I Y4) ' WITHIN a' OF EACH END 4 7rtx DRYWALL 4' OR ILL . P.T. NAILER 18' Or- MAX SPACING. 2X8m SEACURE To BLOCK W/2-1l(4' (MR SHANK SIZE .145 CAS�' MIK HEAD SIZE 300 MIK EMBEDMENT I A') =JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER I8' O,C. MAX SPACING. MANUFACTURES DETAILS. uo,r uaa 4s,®ao m nun sr�aoo „vr a4®r� DOOR JAMB TO BLACK +3" E E. KT . 2X4m SECURE TO BLOCK W/ V.' TAPCONS (MIN. SHANK SIZE .145 HIM HEAD SIZE 300 HIM EMBEDMENT I Y4 ) WIT14N 8' OF EACH END 4 NOTE, STRUCTURAL 2X W O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK Wn-Y.' NON-STRUCTURAL )W TAP'C 2NB(MN. SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMEENT INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT 149 WIT14N W OF EACH END 4 8' CHU x . DRYWALL IS' Or- MAX SPACING. 2Xs,m a I'X4. OR I X2 P.T. NAILER SECURE TO BLOCK W/2-%' 2X SECURE TO TAPCONB(MM. SHANK 612E STRIIGTURAL MEMBER 145 UY(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' Or- MAX HIM EMBEDMENT I Y4) "-DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IW O.C. MAX SPACING. ATTACH TO 2k PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDA") DOOR JAMB TO BLOCK +3" F 2X4m SECURE TO 15LOCK W/Y4 TAPCONS(MIN. SHANK SIZE 345 MIK HEAD SIZE 300 MR EMBEDMENT 1 Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END • MUST BE ON OUTSIDE 4 IB' O,G. MAX SPACING. SECURED THROUGH 2c"m NON-STRUCTURAL V SECURE TO BLOCK UJA-1/4' TAPCDW MIN. 1-Y4 TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN, HEAD SIZE 300 S, CMIJ MR EMBEDMENT I Ys) .01 WITHIN 8' OF EACH END 4 19' OG, MAX SPACING. P.T. NAILER 2x84m ❑ �VX4!=* SECURE TO BLOCK WVI-1/4' 7(4' OAS. X 4• HIM. TAPO" (MIN. SHANK SIZE .145 CABMG MR HEAD SIZE 300 MR EMBEDMENT IY41 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER UY OG. MAX SPACING. MANUFACTURES DETAILS. vela. w, r,mao m n,N � raowor oss ri DOOR JAMB TO BLOC Ce BLOCK-7/+-71&" &GALN fT bB 2X4m SECURE TO BLOCK W/Y4 TAPNO" (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2x 18. O.G. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH - SECURE TO BLOCK 5YIV4' wo NON-STRUCTURAL V TAM" TAPCON MR 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIN.EMBEDMENT 1 Y4'1 8' CHU WITHIN 8' OP EACH END 4 Yj' DRYWALL WO.C, MAX SPACING. PX4. OR I"' P.T. NAILER 2X84w SECURE TO BLOCK WA-114' ' P.T. X 4' MN. TAPCON S CASING (HIM SHANK SIZE J45 HIM. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER B' O.G. MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 49 DOOR JAMB TO BLOCK +3 3/4" H 6CALa TO B + 4• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com L AA S: 0003325 Q JC IL W> 1 yO F oxnmlrv. ae BJDT4 SILVERADO LOT #2 BLIC #17 PIROJWT 04 8. -0 171 3WDZIU 4EBB "1828-CALI" GAJRAOM NWEN k RIGHT PACE. DETAILS 150 MPH EXP. B ROUM A ABOUCHAC'RA AR NO 9870 , TMD10/099 M 1/4"=1'-0" 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 FL17232.3 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 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL153S3.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM L19 W W W.FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 d N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngrouP.00m AA 0: 0003325 A $ a t Lto e kr 0 6 sysanv ac F.OTs SILVERADO LOT #2 BLK. #17 FMOJ=Ts 04 2-02171 1KoaJtst� 4EBB "1828-CALI" GAIt"M 8wll4M RIGHT PAGM- PRODUCT APPROVAL LISTING t.150 MPH EXP.J. B n PRsoR'ED CONTROL JOINT PLAHM OF CONTROL JOINTS Td DE WRSD TIED TO LAT14 • S' O.G. MAX (VERTA NOTE, DO NOT PAS"M CaJTROL JONT TO WALL EVEN F 671610 EX*T6 DEYOND EXCEPT STAPLES Ulf 1pm CONTROLLJOM . OURM INSTALLATION -� FANTDEM TO DE 6PACKO--7 • 1' = MAX VERNCALLL Y / \� CLAW COAT CBIENT WPM LAYER V. FORTPmER DULC`m PAPER APPROVED METAL LATH FASTENED 01' (VERTJ=MAX AT SI-PORTS UM LAYER -L 6TUCP.O WRAP WOOD SwEATWNG LATH SMALL NOT DE C gNrNLh YS •• TO r r •• Te r TWPWL04 CCWTROL \ JOINTS BUT SMALL DE STOPPED AND TWO AT EACH NDE. PER ASTM OW61 PROVIDE 2X4 ELOIX11,46 1)014 PLACED FLAT MAX 6' TO 6' \ FROM CONTROL JOINT WEN CONTROL "NY FALLS ON bOT111, \ ENERS L PASTPat LATH 0TO DE NAILS / i 6TRJCTURAL STUD STAPLES N COMPLIANCE KV A61M CE063 2. WRE TIES TOM (NO. D)&0416' WRE / 1 DLOCKI G SMOM MAY DE N ADD(fIp{� \ To WLau 6TIDS REQEWD PER PLAN / OL tR1LD NWY1D • IT. A ZIL4 Oi t. A •auRa L CIMAN • Pr.0 L CaAN • R, c OL POLO NNA410 • R. A L caw•Pr. ■ A FGLD •p • ® L POLc NIKIO . r'r. A L aFAAN •PLO •.a�Ar•n.e ♦ TILL L f R.O OetR R. olicalm aORQ1 PLtlANT= Y' 0 00rla4 ILA. RM1pR T1aMT NAL FOLD. M 6meur. LAYER'2. FOR(PIDER )INS PAPER tIRYf OKT) LAYER ti CO URAPIRMNS O LT) APPROVED INALDN6 WRAP SHALL M LAPPED A MN" CT 6' • VERTICAL LAP6 (ROLL ENDS) 4 6' • MORIaONTAL LAPS. ALL SEIFM NEED TO DE TAPED WT14 FORTIMER 6wEA7MhYs TAPE / r m L)rr . PETAL LAN \ LATH VERTICAL LAP TO M I' IT FERAL LAT. WRD LAYER 1 STUCCO WRAP L1111111\ 1D 1lULAYYER�FORTPIDER � / I 2 ,R LAP 6C4L@. I14,0-O' ® KIC KO UT DETAIL NOTE, SM LAPS OF METAL PLASTER OASES SHALL DE SECURED To FRAMM MD'ElERS, TWEY SHALL M TIED DETUM SUPFORT6 WITH 0104ID-M (W-MM) WRE AT NTERVAL6 NOT MOTE THAN S' (22S-M ). AS PER A61M CI063 lal POR REPAIR OP TEARS N WRD LAYERS, TEAM MAY DE PATCHED WA40M WRAP TAR PER MANIP. SPEC. OR PEEL 4 STICK \ \i ROOF w KNWI=ILYINR(on �L 1-11 D6TAL) It KAMM Tlaa am (MO OR ,DLO... m r•>r art ►STILL KtCX p D. ., ttoIm RO. tY1LL NTiNDTIDW 6MATAM 6TUCC.O 6. APPROVED HOUSE WRAP. 1��\ FLASM6tl TO EXTaID ONTO PIP! SELF-ADWERN6 MB"mRMR ILADWN6 OVER APPROVED wou" ~. PLA6w616 to oRdD 20A PM! CUT AND OVERLAP ONE SIDE OF / SELF-ACII ERNO MO"ESRRM! -J PLASMNO CUT AND OVERLAP OWISR SIDE OF 01 02 RN6 FIB'WIIA!! r TwrK 3 cOAAT cmlm4T STEP STEP s FLA WlhD PLASTER W® LAYM -1. FETAL LAT14 STUCCO Wm LAYER 4. FORTFORM ER - END rA PAR DUILONG PAPER FETAL LATH O LAYWtAP 6SrEL6' SRIN6 MlFEfR'WE PLASHA OVER E OVER i M SELF-ADMERRYA lMDRA/E INSTALL FASTENERS (CLIPS. FLA614N6 OVER APPROYED HOOD fHEATwNb STRAPS. 6TAP1.E6) AS MOUSE YIRAP. REa um TO SECURE FLA6wN6 Te eYToo ONTe MP! PIMUM TO FRAMNS .�.. .-. .-.-�...��-..,- • LATH • IA— 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 UIRB 4 TAPE OVER ROOFAUALL SCREED WXV 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. W 0".DEAD OP 6EALANT NOTALL APPROVED wt71J6S~ AIR WLTRATION DARRER OVER OWEAT14MG SECTION PER SECT ON R20S.T ERrbrldrNatrnR RwNHII1t Exterior use of portlerrd cementplasmr shall comply with to eppkdon reAuremeM of ASTM C 92612A Instslletbn of exlerbr WMV •rd tramig ehan oamvb with ASTM c 1ccslu T LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER "2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-05, MIN. 2.5 L85. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1A41 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77 078 FAX: 407-7744076 www.abdosWWoup.com AA S: 0003325 8 = • a 3 i- L IP ulwiv at L !zSILVERADO HAT #2 BLK #17 ROJ=T 04128.001-02171 Nioas� 4EBB "1828-CALIr1 aARJWM MrWDgCk RIGHT PAGI M WALL ASSEMBLY DETAILS 150 MPH EXP. B I ROUW A AR NO NO W723 D � 10/oa/19 •CALM 1/4'=1'-0" a3mc" WA1 BACKER ROD tLRO LAYER M, STIYle WRAP INSTALL 6' SELF -ADHERING MEMDR�WE FLASHING OVER TOP, SIDE(b) AND BOTTOM PLAW46 OF NON -MOVABLE FRAME OF THE EXHAUST. SEGIUENGE OF FLASHNG TO BEo L BOTTOM. 2. BIDES, 9. TOP VENT CAP 10 TO BE BET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 00 AS TO DEFLECT DATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO vikiweAW CAULKING • JOINT PER SECTION R788.7 ExbmW IEW�Btd�� Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. r1 HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH W IS LAYER V, FORTIFIEER BUILDING PAPER UVOD SHEATHING V DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-&41-0% MIN. 2.5 LPS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD 8HEATHING FLASHING LAYER 9, UNIT STUCCO WRAP LAYER 4, PORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) UvOD Tp• TEXTUREp CONSTRUCTION ��FNISH WOOD FASTEN TO WOOD OTIBlGTIIIl/,L SEALANT a mmmm • •1. Or- lux TOP SIDES B' a� Vro Jr M�-WLLL 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROIXsN WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANIF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' VENT PENETRATION A SCALE: N.T 9. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FAr EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC .6, WIDE STRIP SELF ApHESIVE FLAONNG, CLEAN MASONRY BEFORE APPI-YM V FINISH • MASOI•azT ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER'(, STUCCO WRAP CUT 'X' INTO SELF-ADI ERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 51EP #1 STEP #2 WR6 LAYER 'I, T S UCIA WRA P APPLY 60 MIN - GRADE 'D' FELT OVER SELF-ADHERNG FLASNNG OVER APROVED HOUSEWRAP STEP #3 SELF -ADHERING 10 MEMBRANE FLASHING WRB LAYER'2, FORTIFIBER BUILDING PAPER STEP #4 LIME W-A MENWAM ELASTOMERIC COATNG OVER STUCCO/ C.V. FINISH (BEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774.4078 www.abdosoWoup.com AA 5: 0003325 U z W. e ri ij SILVv. ERADO LOT #2 BLK #17 PROJRCT 04128.00-02171 MODM, 4EBB "1828-CALI" GARAGM swam: RIGHT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 10/09/19 eCALM 1/4"=1'-0" ex�T WA2 LEGEND DRAINAGE PLANE (WRB LAYER 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 4 SPACING * 'l' D.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN B—. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407.774 4078 www.abdmWVoup.com AA #; 0003325 a Q W O � 0Ll n �o sysD:v ea I SILVERADO LOT #2 BLK #17C VMDA TN 4 002- 71 AT: MOD=1- 4EBB "1828-CALI" OARARi= ffIrD9 ►1 RIGHT PAO= WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER h, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO wow rRuerloN �— WOOD SIEATHIN2 I,lF.elern/! e WANOt / uPrvt LA som � \ � -ADElaAl7 WE VOLP-ADPM PLAWS0 ERR Ift"TIVE STRIP `\ \\ 8AlFSTARTER DER IFESISTNE FLASNM6'AD4E"'16 a.4Lw nErAL _ 4ALVD FETAL 'T �L omm 'T R.ASHINS . WOOD TRP1 h mwpt / U�SrRMnS9 e R i < O AW SEALANT \ `4. SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774S078 FAX: 407-774.4078 www.abdoeWigroup.com AA 0: 0003325 p$p Q t t • Q O 0 a SILVERADO LOT #2 BLK #17 PIWJMT# 04 .002-0217 1[OD=Is 4EBB "1828-CALM" GARAGM a WINGS RIGHT PAGM: WALL ASSEMBLY DETAILS 150 MPH EXP. B r:A"NT 10/09/19 1/4"=l'-0"A4 I /� \\ gyro' TEXTURED FMI614 •WOOD. 1/2* TEXTURED 2x6 SUB-BANb 7-- — W/I'x4' NOTCH w METAL LATH ------------------.___ END, WRAPPED IN PEEL 4 STICK METAL FAecw wReP WOOD 81aEATWIN� 1° DRIP EDGE P\ SRO WWRAP(FRAME ONLY) \ = WRB LAYER 02, FORTIFIDER EIUILDMG PAPER 'I/S' TEXTURED i \ (FRAME ONLY) FINISH • WOOD I \\ 2xs BUD SAND I i/S CEMENT 1/2' TEXTURED FINISH ® CMU / \\ DMID ECGE METAL FASCIA \ WRAP Ys' FROM \ STUCCO, I' FROM \ --- WOOD WALL \ \ EXTERIOR WALL \ �e All (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY ®ELEVATION � ©PL�4N � METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) '-1/S' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-EWs'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -SAND W/%'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 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 O ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH i END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FA%: 407-7744078 www.abdosigrvgroup.com AA #: 0003325 k W. a t A lu p IL o g3g C auNDIV. a IAT: SILVERADO LOT #2 BLK. #17 PIlOJ=T# 04 .0 -0 17 moDlu, 4EBB "1828-CALI" GARAOM ErWINOs RIGHT PAd1& WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B CT 1 2 . , M NO MM BUNT DA 10/09/19 awcALm 1/4-=1'-0" 0113wT WA6 1G'.A" T-4" • — — FM-12X12 — I — — — 1 — — — FM-12X18 — _ — — _ I 1. N N b 4" CONC. � SLAB ILL 1 ILL 0. + 3 12 1, LP-24X24 l 1 10'-0" I 1 r 1 FM•12X18 91"ND 1. SLAB 1 12" I I .I TAO� I I SLAB r I �I I I Ix I 1 i I 15'-W I 1 4" PVC CHASE f I i:` TEA _ J I I N I 1 "2'-W -512 • .I 17,-0" 5 T-O I I a I ro I . I o LLI -EXTEND 1. S1/2" 2 4" CONC. SLAB n rc� r=M-12X18 - Oa 12 N) � 13 LL I 3'd" ILL r2 7 12 L FM-12X18 J MC-12X18 FM-12X18 FMC-12Xi8 4 4 1. 101-1 T-1W 2'-8" 18'-0" 2'-8" 21'4" 14'$ 4'-4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 4" CONC. SLAB � T�oa oFof SLAB I" T-W 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 +•0'-0", SEE SURVEY PLOT FOR NGVD. S. 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 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13NDICATED #5 8AR, BNDICATES #8 BAR, EDICATES 07 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 3(Y", #8.36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE 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 OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, USING: Fm 1,500 PSI, TYPE "M" OR-8- MORTAR, ASTM C476 GROUT XW PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WMMI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLOB THICKNESS I REINF. I REMARKS Bx6 W1.4xW7.40WR GENERAL 3 1/I S MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FCUNDATKNJ WITH W' LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. S ORT LONG TE-1 8" SEE PLAN IT - + 0"-0' FM-1202 17. CONTINUOUS 1T (2)#5's FM-1208 iT CONTINUOUS 18" 2455 (+d-0" FM-iex18 1e" CONTINUOUS 18" - (2) FMC-12x18 1T CONTINUOUS 18" - (2) ffs F-24x24 24" 24" 1T s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 www.abdesWngroup.mm L AA #: 0003325 K �a p b lu rL y�j p O O almmxV. a LID SILVERADO LOT #2 BLK #17 P1WJnOT 04 2 .0 1-0217 momm4EBB "1828-CALI" OAVLAGZ awlNM RIGHT P4AGIC: FOUNDATION PLAN 150 MPH EXP. B P � D10/09/19 8CALIM 1/4"=1'-0" alcom st 30" MIN. EACH WAY MONOLITHIC FOOTING Z z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a. , • ••^ 0. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a C1 SPACING REQUIREMENTS v—. }} 1 GARAGE DOOR ¢ t oa0 W f0 'r—,..�,:._ + RECESS W N -` FM j W N Z O io — 8" CMU WALL O 8" CMU WALL . �� CORNER BARS, SAME SIZE A3 BAR I IN FOUNDATION WITH 30' LEG EACH W W = c Z • WAY AT ALL CHANGES IN DIRECTIONS LL1 N N TOP OF SLAB TOP OF SLAB (... PI SO THAT THE STEEL REINF. IS CONTINUOUS ... .. '. MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY) #3 18' • . EXT. PORCH SLAB .;1. / ., • (f SEE SLAB SCHEDULE 70P OF GARAGE Il 4" CHAMFER . I,I lu/X P. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '- gyp, MASONRY UNITS SET AT ELEV: JOINTISOLATION JOINT (WHERE ^•�Y 8" CHAMFER (2-STORY) ;tl4 24" W/ 12" ISO ATION (1-STORY) . • 6" CHAMFER (2-STORY) APPLICABLE} i SEE SCHEDULE rib 30' JOINT (WHERE EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR VVxD, BAR SIZE MB 3 APPLICABLE) Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO a7 aZ' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE 3a=,'o 2 SCALE:34"=,'o CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4•=,'-0' SCALE: LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 18d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT VERIFY HEIEI LAP TO OCCUR OVER STUD OF WALL W PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING udl 7 I WALL W/ SYP WALL W/ SVP No 2 STUDS SEE 2" CAPPED S to NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE W/FLANGE BASE a SECURED Wf 2-PART g MIN. EMBED SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2" TO BE PT. PROVIDE DBL. TOP BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO ® a I EPDXY. 4 B UNO WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/2" EMBED. MIN. 16' OC SLAB W/10d MASONRY Ry O FOLLOW ALL MANF. USP SPTH4 OR SPTH6 BTM MAX NAIL 16" O/C STAGGERED. SPECIFICATIONS FOR ADDITIONAL METAL ul USE AND AND TOP PLATE ANCHORS W/ CONNECTORS NOT SECURE FLANGE = m F- PREPARATION OF 10d x 1 12" COMMON NAILS REOUT WHEN NO 1/ STAB 1/4" X 2 i/4" Z HOLE. FILL ALL HOLES, DO NOT USE W IS UPLIFT IS PRESENT. ONS TAPCONS W 10d x 3" W O'QQ� SLAB SCHEDULE , SEE SLAB SCHEDULE [SEE TOP OF SLAB • TOP OF SLAB �...° 4" CHAMFER(IS70RY)'• ":CHAMFER (2STORY) .�• �` • °. .— ai :r, ° • �. EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE BOLLARD 5 ADDING BAR TO - AND BAR QUANTITY AND BAR QUANTITY SDALE:3`.,=1° MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 7 scALE:3a"=,'-o (W/ UPLIFT) SCALE:34"=1'-0 scALE:34"=,'-o (NO UPLIFT) LAP TOP PLATE A MIN. OF 4S' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z � WALL W/ SVP No 2 STUDS SEE a PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL a PROVIDE DBL. TOP PLATE m W 16" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT N REQUIRED WHEN NO 0 e" CMU WALL UPLIFT IS PRESENT. n Z POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) . TOP OF SLAB. I•' • 2X WALL FRAMING SEE SLAB SCHEDULE ! - .' . N f SEE SLAB SCHEDULE 1/2" DIA, USP 725OSD BOLTS 5" TOP OF SLAB'°• i Z "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH °•' —+ —•� FOUNDATION AND SLAB ° SEE SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL a f FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE: 3 4"=1' 0 (NO UPLIFT) ' v SCALE: 11 SCALE: 314"=1'41' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdosWigroup.00m AA 8: 0003328 , �a 44 N W LAN 0 W b O j � eumly ar IATt SILVERADO LOT #2 BLK #17 PIWJ=T# 4128. 02— 7 1[Oaale 4EBB "1828—CALM" GARA0Z DIFINCk RIGHT PAG M DETAILS 150 MPH EXP. B I' 1 OCT ROLMD A. ABOUCHACRA l AR NO 4 070 j DA 10/09/19 sClAIM 1/4"=1'—O" SIMEW Si. IA 25'-10" 18'-10' SA41 N. RONALD REAOAN BLVD. 14'-W LONGWOOD, FL 32780 10'-0" PH: 407-774.6078 FAX:407-774�4078 T-0" wwwAbdoeigngroup.com AA #: 0003326 b � a io Y eo y N Y N a Y a iV 4 a a N 6 N 4 N W iv to El El 1, 2.4" DOWEL PLAN SCALE: 1/4" - 1'4" W �a q O 0 aL75DIR & Lalm SILVERADO LOT #2 BLIC #17 PllOJZ4OT 04 —02171 i[OMMA 4EBB "1828—CALL" RIGHT PAOie: DOWEL PLAN 150 MPH EXP. B 19 ROLAlD A. ABOU"CM AR NO 93729 �j DATA 10/09/19 HCALM 1/4"=1'-0" S1gn= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK GROUTED BOND BEAM rm.�mm mm p CLEAN OUT REQUIRED FOR INSPECTION TIE`/ERTICAL REBAR a� i • TO HORIZONTAL a.: REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA Z 0 #4 18 24" U #5 3a' #8 38" HORIZONTAUVERTICAL #7 42" REINFORCING � SCALE: 3/4"=1'-a' EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING Z STEEL REINFORCING IN GROUTED a} CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �t mW U p N Z 8" CMU WALL 0 M TOP OF SLAB " , SEE SLAB SCHEDULE _ BAR SIZE 48 BAR DIA > 4" CHAMFER (I -STORY ) O / 8" CHAMFER (2STORY) 16' M U #4 24" Z MATCH STEEL #5 3a' REINFORCEMENT„ PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING JG REINFORCEMENT PER SCHEDULE #5 BARS ■ 4 k 1A CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748076 FAX: 407-7744078 www.sbdesWkgroup.com AA #: 0003325 W p1 g; UUU 0 0~ X � 0 �QWI [5 INN,- O ail oxnmrv. & r oar SILVERADO LOT #2 BLK #17 PrlOJ 412 .�CT 0 —0 2 17 1[ODI�ra 4EBB "1828—CALI" GA1CAGZ SI/ NOt RIGHT PAGE: DETAILS 150 MPH EXP. B OCT/ 1 ROLVO A ABOUCHACRAJ L AR NO 98723 DFRINT moo," w10/09/19 0CAr.1t 1/4"=V-0" slow" S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 1 Od x 11,7 HDG NAILS, WOOD TO WOOD: USP RT,BA OR LUGT2 W/ , Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER C 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 UINTEL / 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 (pw) WxxH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 84 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST 3 PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 3 PRESTRESSED U-LINTELS `IfbGISaB SAFE LOAD - POUNDS PER LINEAR FOOT 44M!'�IaIS SAFEPLF D 0--*— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE me vim r" mom m4ea lPlaOe Mearo TYPE LENGTH am RCLRI TYPE LENGTH �+T pm 4Ffa47 wow TLENGTH 81A a wwo mats mums ra4u rs/s 1lmp 3'4• 1429 P4tBCA6T 223t4m 1w a7M nro m7 Im ml fw1 3.4' (4n PRECAST 1025 low lees Y4• (a) PREGLST tm m M NC ,rot NM ma w4 ,am nm 1w aw m Nro 7wtm1 (4e� PRHCABf 7908 a7N am nN 7w !m (M') PRECASTlee M 1309 4W (4n PI�CABT Mn all 4NI wM rop4W 4w #fn wa rn tew tfw ,w MN ff 4m as ron41'tm (e'4') PRECA� 16ae 210 M ml 4RI Nm 4mIw /w �% PRECAST eel 3e1 1073 4'4• lam! PRE' BT aw 4w 4T" Itm aw 4m NM 7N7 am 1w4 INS IM NO 4w 4nt /AIIw (04.) PRECAST 1217 /wfm Im NN am aw 4IM i4'1 PRECAST 411 471 71a B�" (a� PRecAsr 1w I M JM 4m Im son m/ 7w Im 17M M 3M 4mIla (709 PRECAST I= 11n Iw m/ alo m• Np 9-to CM PRECAW 340 38e ate "Ir (70•) PReOABT no M a410 4WSLIO' 1MI am 4w n o m tw mo a,W no N>s asb' (M PRECAST m tm afn !m nn sm 4m nN V4r oe') PRECAST eD7 721 4e9 a' -a' pa7 PRECAST m M ,ale Im Nro an m ml /m am Im all am r4' On PREOW 743 mf Im am am all IMt am T4• W) PRECAST 424 534 333 r4' (00') PRECAST f4n mf Im all anal nN !4n Im as aw w am Y-Y (112� PRECAB'T 661 w IIw Im up mn We nN Ps („� PRiC/16T 32a 612 230 Pf (t12� PRECAST I I 2w 7m Im Im m4 am wb ,m ,m wo am am 1UV' (11a7 PRECAST 4M m m Ma aw am zm am 1Sd (12r) PRECAST 2M 401 t10 104• (12/� PRECAST m 2ml as Im ,m am apt Iw wit Im an am 114' (U67 PREGST 3a2 m m Im p1! am Na 4m 114• (13a'► PRECAST 2eo 4e2 ta4 /1's' (13C) PRECAST E4x4N w Ma 1n 1m m m tm /w am a1a 4w lap 184 Ins" ra 1z4'� PRECAST w m ep MN Im to aw am +74• (144� PRECAST 244 402 187 12!fi (14Y) PRECAST 7N m „ 1 1m w m Im /w nw am lero m Im IN an 134' (1W) PRECAST tea 4N 7ro tm 141a tw am aw 15-4' (14" PRECAST 217 324 110 ,3'i' (Wn PRWABT w In w 1 Al 7ro Iw /m Im am a1n m /w 1a 1 tw W-W tie" PRECAST 27e4N 7w 1w /w,ao• (,e6') PaECAeT 206 2B3 too 14'4• peE•► P416IJ1S'T m 44L 7w tm m Im ala m/ 4M w 717 ,On 1 1 Iw u4• (17e� Ri$IRBI♦Im NA M MR M M M M M +ste• c,7a') 4TrEeiiq� NA se4 w x4' (17a) PRE m m m m m m m m m I m m 17N ,n4 4ro m tm Im aw ala alp 7a�4 ftar) PRESI N.R. M w w w w w w 15�4' (161') PRE3TA� N.R. 2Se M 164' (tar) PREe1R m m a1a w Oro m w w m f N1 1 Iw an tw 1rp am ma go 1Tj' R+M9 PII[iIREBeED NA M M w w UK M w 174• pea'1 PRESTRGBBED NA ten e4 /T4' p'ae') PRE w MI m m 4i m m Ift m f IN tm m top m m w Im Mro /m aw tV-4' �� Pral N'R' M M M w M M M 1S{• R' MR 14a a'12 ta4• (232') P w IN m m m 40 W m M N, m 40 m Im /m MI6 /m 2114' p8e1 PR18TI�BM NR M at w IN M1 MI w 2,u• PMBf NA ,2b 42 21'j' (2a6') PRST'IRJ'.e� In IM m m m m m w w m Ml m m m 1174 /w ME moo' ) PRBlr NA M w M M w M M :ZtiO ) PRl9RT NR 17a 4p 22-0' PC) PF[e1RLEe® w 1N m m ! JPERCENT m m w m Im Mn tm m Ix m in m w m m w 4M 2W P" PRiieI10M NA. M w M w w w w W4" on PR✓ N.R 01 33 24'-0• P" P /N m Na m w m m m m w Im Im (#) THE NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARREDUCTIONS FIELD AD -ALLVALLIESTAKM FRON'aAFE LOAD TABLES' SY CASTOREM NAY 2D15IDRION -PRECAST PIIODUCTS BY OnI 701MOR ENCEED ED VALt=$TATABOVE •ALLPRIBOWPRODUCTSARETOSEaMTN1FD POtMA FALRIIREBBPEGFICATIONS •PROVDE N116"4'OF eEMRNO PART EACH ODE OFVANDOW OPIRM PROD/CT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-0RETE DIMSION ACCEPTANCE #: 16-0126.03 L---------- A --------m—J L m — — — — — — — — — — — — — — I — — — — — — — — — m — — — J LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWigmup.com AA #: 0003325 0 w2 u w Q 0 0 FOAR.AGZ c LoTL ADO #2 . -0217 B ALL" wn4ak RIGHT PAC Z, LIFT BEAM PLAN AND NOTES 150 MPH EXP. B ARCFUTECT 87A7E OF RORDA 0 P LAW a ABOU"CRA AR NO 00723 A r 10/09/18 1/4"=1'-0" S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM '" or. o aQ PLACE STEEL REINFORCING (1_2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING 2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL 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 IS" DEEP. F=FILLED W GROUT U = UNFILLED OMINAL # OF #5'S, IN 2ND BOND /LOTHBEAM COURSE 16-1 T/1 n /c B NOMINAL HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #6'S, BOTTOM THAT XFXX-1T/1M/O8 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE-CAST•31N" a N WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 :CALF: , ,/2•=,'-0, ,/2•=,'-0" TOP."' BBEOND BEAM ;t 1#6 BOND BEAM ,• �; 8x16 DBL BOND P OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM OF W/(1)#6 BAR .r: BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2' OR BEAM DESIGNATION 2 8xB PRE -CAST CONCRETE SCALE: 314''=1'-0' LINTEL, W/O STEEL(LI) REFER TO PLAN FOR LOCATIONS rno . PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)1.3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1 /4") e" FROM EACH END AND IV,O.C. MAX. MIN 1-,/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3M8 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 218 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN :HANK SIZE 145 MIN HEAD 31ZE .300 MIN EMBEDMENT 1 SOLID BLOCKING — 1/4") 8" FROM EACH END AND /2- SECURE TO SHEATHING W/ ,V. O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK E4 END EMBEDMENT OSS SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0' SINGLE #6 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www:ebde$kW*mup.com L AA #: 0003325 a 7 �glu lip O Q e � 91LVERADO LOT #2 BLK #17 P" 04 .00 — 2 71 MODEMA 4EBB "1828—CALI" GARAGN swlxoa RIGHT PAGE: DETAILS 150 MPH EXP. B ROLMD A ABOUCHACRA L_ AR NO 9370 J DA10/09/19 WCAIM 1/4-=1'-0" DIEM T S2.1A FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ TOd x 1 112" HOG NAILS, FILLALL 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. 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 (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2X MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C. 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W 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 TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ USP $y HLPTA75 USED TO BRACE TOP OF WALL. CI1 CA to CA 3.1 3 9 5 'o I- i11110Milli 1 1 1 1 1 � 1 i, i 1 1 1 1 -- -- -- - -- - - - - -- - 22" 1 1 1 IC - - - -- - - - - - -- -- �� FRAMING PLAN SCALE: 1/4" = 1'-D" L :1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 www.abdoeigngroup.com L AA M: 0003325 la7 � O 0 S a . oumxv. So LCIA SILVERADO LOT #2 BLIC #17 PRDJWT 04128.00 -02171 >tcoasr•1 4EBB "1828-CALI" GAAAGZ ewnNch RIGHT PAGI& FRAMING PLAN 150 MPH EXP. JB DZ' TM 10/09/19 6CALiD 1/4-=1'-0" S1tz= s3 PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10dxl l/2"TOTRUSS. FL#176W B-(2) USP HTA18 TRUSS ANCHOR WITH (9) 10d x i 12" TO TRUSS EA STRAP. FL#176W DBL STRAP, , EACH SIDE WRAPS UP AND 0, OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA r5� SEE ARCHITECTURAL 2x SECURED WI (31)18d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED WI 10d TRUSSES G 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 LBS, L710LBS (i STRAP) B ALLOWABLE UPLIFT = U:2430 LES, L1310LBS (2 STRAPS) S(TYPICAL TRUSS/ LL'YG-IRDER CONNECTOR(S) SCALE (2) 214 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT - COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 60'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE G CENTER TO BLK WI 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, 21(2) STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX ZE-ENG GABLE TRUSS SECURE GABLE TO 2xS P.T. PLATE W/ 12tlb B" STIFFBACK (ASPER O.C. MAX TRUSS EKG) CONT. 214 SECUREDWI 10d's 0 EACH TRUSS TO BE INSTALLED _ 10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. 0 , BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-a' OUTER 1/3 OF SPAN ONLY STM.- PLATE DEPTH,/4•D —HOLE EDGE>5/6" --HOLE DIAMETER < 2/6-D SGL. STUD STUD NOTCHING AND BORING LIMITS EDGE>59' HOLE DIAMETER < 3/5'D DBL. STUD 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 80 LONG AS 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 WINDAND 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 SUBJECTTO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. ��ALTERNATE MATERIALS # 1175 UPLIFT USP HTWM20 W/10100 TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 7' COVER 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.abdes4npup.com AA #: 0003325 aa �gc 43 o 0 � 7 sumly. As WTa SILVERADO LOT #2 BLIC #17 raon=Tfp 04128.002-02171 MODULI 4EBB "1828-CALI" OARAOR swINCh RIGHT PAOM DETAILS 150 MPH EXP. B Dw10/09/19 sCAIM 1/4"=1'-O" smimm S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 20 PT. PLATE TO BLK W/TRUSS PLAN W/ 1/2" DIA, ANCHOR BOLT Wq 2' ..) WASHER SET IN HIGH STRENGTH EPDXY V' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2KS P.T. PLATE W/ 12d's S' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2a4 SECURED W/(2) l0dsQ EACH TRUSS TO BE INSTALLED® 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL 8 SCALE: 3/4"=V-0" ir^ ri 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-774-4078 www.abdesoigroup.com AA #: 0003328 a c. 4 aLJaDIR as IA'h SILVERADO LOT #2 BLK .17 11tOJmOT 04128,001-02171 MODE e 4EBB "1828-CALI" GARAGN sMMMI RIGHT VAGM DETAILS 150 MPH EXP. B E10/09/19 1/4"=1'-0"T3. BB 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA 4'-0- O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 6V-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE Q CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB- FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. iX2 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAZIS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)120's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 314"-1'-T PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-774.4078 www.ebdeN®18roup.mm AA M: 0003325 , i1 W u� y�i1 O 66a j C � lag D cl, Ell j aumly ae Loan SILVERADO LOT #2 BLK #17C 1pnoa T 04 2 . 0 -02171 MODZI, 4EBB "1828—CALL" OIARA Z aTIMI k RIGHT PAO1 DETAILS 150 MPH EXP. B T1 1 ROLAW A ABOUCHAORA AR No 93723 DAT309 10/09/19 aCALM 1/4-=1'-0" smamm S3.1C oABLE-EAU �—� NIPROOF JF�II' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE -10 ZONE 1 •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 WIND EXPOSURE: B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF D IN14PAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8tl RING SANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS N 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS N IN 4' OF GABLE FNn ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 2 10 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 U7 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR 8►EATHINi USE 112" COX OR 7116" O.S.B. PLY NTH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8tl RING SHANK GUN NAILS #' O.C. TOP & BOTTOM PANEL AND 8tl RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7118" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES . ......... IM �W z8 0 w QZ N O K TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. R�^FTcER OR�l18S E—M_M,I111111 ROOF SHEATHING LAYOUT AND ENDWALL BRACING PDR GABLE END FRAIING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD. ` 8d RING SHANK GUN NAILS 0 12' O.C. IN FIELD or 8tl x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS a 12" 0.1 FIELD GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSCR 2017, 6th EDITION AG 31844, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. ROOF SHEATHING LAYOUT AND ENDWALL BRACING PDR GABLE END FRAIING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD. ` 8d RING SHANK GUN NAILS 0 12' O.C. IN FIELD or 8tl x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS a 12" 0.1 FIELD GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSCR 2017, 6th EDITION AG 31844, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE DPOSEDTO EARTH OR WEATHER WOOD: NOWBEAPoNG WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFER® 3N'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRAG NG, LEDGERS, BLOCKING, CRIPPLERS,SILLS,ETC., SWILL BE SOUTHERN PIKE NO.2 OR BETTER Fb= 1100 PSI AND A MODULUS OF PROVIDE& -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABBONGRDld47 yAHEIN7IGTEDON NE VA ORBARRIER MEMB ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SWILL BE DRAWINGS. SEAMS LAPPED 6 INCHES AND PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FORMWORK SHALL BE RATED TO RETENRON LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DI SODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE FATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMA ORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 8th 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 SLIT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SWILL BE PROVIDED WELDED WIRE MESH' AT BEARING LOCATIONS W 7HOUT WOODEN TOP PLATES. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE AG WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. 8EE NOTED FOR SHOP DRAWNG3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR REINFORCING STEEL --TO WORK PERFORMED AND SHALL NOT ARCHITECT ITV THEIF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A815 GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO.. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 sf TOP CHORD aloe-conwnmt P NP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - " BAR - ' 10 psf BTM CHORD alortconourteM 3007 42 #5 BAR - 30" #7 BAR - 42" PROVIDE 36'x 36" CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM RESAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION 15 psf TOP CHORD 20 psf TOP CHORD (7 psf WASPHALT SHINGLES) (10 psf WNo GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM NTH CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTEPWOOD TRUSS CONSTRUCTION; AND 'TPIANTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. DEAD LOAD TO RESIST W ND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED =188EX 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF& FLOOR LAYOUTS PROVIDED ON THESE PUNS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (F8C R2017) EXPO SURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WMEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LOADS: UMNBWBIABLE ATTIC WITHOUT STORAGE: E WITH UNITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS TH4T STOLIVERAGE: pf,ATT STORAGE:: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: NTH IXEDUNINSTAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE DECKS: 40p GUARDS AND HANDRAILS: GUARD NTS: COMPONENTS: 5OO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SWILL VEHICLE AGEsf, OM: 4 VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: N SUE, PROW DE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASON• PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (AG 5301 ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WILLS SHALL BE TWO 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 C40, GRADE f. - 1500 PSI. BLOCK SWILL BE PLACED USING ENT OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 RESPOCOMPNSIBLE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR DRAW TUGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY�UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS 70 TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PIONS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTFERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE CN PUNS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8' TO 10-. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS NIED UNDER ASTM HORIZONTAL AND VERTICAL MORTARJOINTSEXCAVATIONS AND SLAB R SHALL BE COMPACTED A DRY DENSITY OF AT LEAST THE SHALL BE HER REMOVE M TICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MAXIMUM Y A MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 61557. TREAT ALL 7. THE AL E CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR 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 NTH THE CONMEM SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BULDINGS, CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 38 W FOR ANGLES, PLATES, AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, 2,500 PSI REGULAR MIGHT FOR FOOTINGS, AND SLAB -ON GRADE Fy - 46 kW. STRUCTURAL PIPE SHILL BE ASTM-63, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TMME SLAB COLUMNS SHALL BECONCRETE-FILLED IN THE SHOP. CONTRACTOR SHALL SUBMIT PROPOSED M%DESGNS, WTH HSTCRICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoORTO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED5"M- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHER TENED LTS ACCORLL BE DANCETM 5-NBOLESWITHWASHER$UNETH THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURNOFF -THE -NM METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORRNG, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEE L. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCH®. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT UCEED 90 MINUTES IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBLITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) S FOR CONCRETE EXPOSED TO EARTHAW" WEATHER 1-112"FOR #S AND WALER 2'FOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS WALLS AND JOISTS 1471' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WIND W AND DOOR BUCK FASTENERS FASTENER APPLIGTIGJ 812E TYPE BPAdNG REMARKS APPUGBCN 813E TYPE SPACING REMARKS 11QPTWRRWOTO MASONRY ICING CASEINRDBIEDCp. NAIL 114LOW. 9'QC GMW3E WOR BJIM TO MASONRYINIC. 1M'dA NO WASHER TAPCON MASONRY FABTENHV B'OC 11?EMBED..f ENpdSr., 1---T. .u.Al. EAT. DOORS 1 T,SEENOTE1 CABS INPD@IEDGpL NAIL 11?LONG. S"QC STAGGERED WINDOW .1 FABiBJED HMO MABONRTIODNL GARAOEDOORBIIDK TO MASOMY/ODNC. I. DIAw WASHHV EXPAN&dVBOLT 31"dC 1'EMBED.. 1'BUCIer.., S'EDGE— WINDOW Bl1Cx CABS HARDENED— S'dC WINDOArDOMFASTMW METAL 8— TO CONTACT THIS ENGINEER FOR SPACING 1r PT, IMNOTEB L111TLOND. STAGGERED 1MrouABDN+TImNG MABONRv1GDNG REQUIREMENTS EXT. ENWO DOOR (3)3— ?APWM IB DC 11(1'EMB®,B'END NONdFARINO WOOD 1l!° ExPPNMON 1'EMBED.1'Eo i40,C BUCK 3x PT. SEENOiEB NO WAEIER FASTNEA DIET., I WIT EDGEGST WKLTO CONC SWAB WIWA M BOLT DIST., 3' EOOEDMT. 3[P w—w BUM( 0f3B'PAF•319dBT,o. l PT TO STEEL WL.,BEE ,WIWABIER STAGGER® EDGE deT NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR &WING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SMALL BE Hun X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.8bdeaWkgroup.mm AA #: 0003325 $ a W IiBa3s� p W a C � S C 0 1 � aysD=v aB LOID SILVERA 10 LOT #2 BLK #17 418Tfp — 2171 MODZ3U 4EBB "1828—CALI" GARAOX 8TfWGK RIGHT PAO>Q: DETAILS 150 MPH EXP. B L ]DA>ta• A 10/09/19 OCAIM 1/4"=1'-0" IFS N1 ffil/ �Alr