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HomeMy WebLinkAbout35640 Burma Reed Dr99 of'72-4EAB -ARIA or Ir HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax= (813) 740-9715 ALL WORK SHALL COMPLY WITH FIR CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILL S ORDINANCES i 20 REVIEW [)ATEVAi YRHI CITY EXAMINER ?LAN • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nm= BunamCons, BBSmang, 6TH�K (2M7M) MDp .M•* ••�� RATE • fly MD �A�b CODS3 .00CUPANCY -RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE - VB INTERIOR FINISH - CLASS B BASIC WIND SPEED - Vult=150 MPH va8a=us MPH •EXPOSURE _ B I_ • STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A➢V. A/C ADI. ALT. AMP. BD. CL CAB. CLG. CLR CONC. CPT. C.T. D. DO. oa. D SP. DP. DR. D.S. DTL. EA EQ.V. EXH. EXT. F.G. F.G. FM. FLR. FLUOR. FR DR. FTG. GA G.P.I. GL. GYP. BD. N�TICC. HDR. HOT. UORHT L. TNT. ABOVE AIRCONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CLEAR CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DIAMETHR D D SPOSSALN DEEP DOOR DOWNSPOUT DETAIL EAC`��HER EEQU�ATION EXHAUST FIXEGL FUEL GA ASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGFDSPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD ROSE BIB HOLLOW CORE HEADER INSULATION INTERIOR LAY. LUM. M.C. MFR. MIN. M.T. MID. MTL. N.T.S. O.C. PL P.B.USHBUTTON PH.H. PLY. PR. P.T. It RAD. R.A.G. REP. RM. SC R.O. S.D. SHT. SHWIL SHWR Sim. SL. SL.GL. STD. SWS TEMP. T K. T.O.R. T.O.S. TYP. U.N.O. V.P. W. Wo. WDW W.I. LAVATORY LUMINOUS MEDICINE CABINETovom MANUFACTURER MINIMUM MOUNTEDRESHOLD MOUNTED MET Ac SCALE ON ATLOSC ON CENTER PROPERTY LINE PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAIR RILL REFRIGERATOR ROOM ROUGH OPENINGEXT SMOKE DETECTOR SINGLE HUNG SHOWER SHOWER SIMILAR SLIDING SLIDING OLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS Top FcuRB TOP OF PLATE TOPOFSLAB TYPAL IC UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOR HEATER WROUGHT IRON DATE DESCRIPTION CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION M/0 2®n FESC UPDATE PG Cl—COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl -PLUMBING PLAN PG Ml -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS VVM CO'S RE -ISSUED 04/" FOOTING REVISION PER IM. gkXMS 03/Yt/IS PLAN MAINTENANCE �� REVISED LINTEL SIZE AT FRONT ENTRY DOOR 0641/y ADDED LED LKsHTB • KITCFEN H EATNROOMB PER MARL ®DUES oTA2A9 ADDED STONE OPTION ELEVA?IONS 'c' 'v' =5,/9 ADDED OPT. V-0' CEILING HE444T oVOIRO RzPPLACE USP CONNECTORS WITH SA'1°SON CONNECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04A3/!o OPT V-0' CLG. NGT. ELEVATION - REVISED NEWT OF ARCHWAY 'C' SQ.FT. CALC.'S LIVING 1012 $0. FT. GARAGE 432 ea FT. ENTRY 38 SQ. FT LANAI gg So. FT TOTgL ��ba FT. STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.lC-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAFTING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WLL RESPOND TO ALL WRITTEN RFI'a [N WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 41 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 W.abdeai 407-7744078 gngroup.com AA 11: 0003326 q auNDIV. as I.OT: SILVERADO LOT #44 BLK #18 Pltoj=T# 04128.002- 44181 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: COVER SHEET V.150,MN EXP B 1%1 RoIAa WRA 72r L AR NO 9072 j DWItmT 07/27/20 acAI.E: 1/4"=1'- O" 8*1mzT C1 auNDIV. as I.OT: SILVERADO LOT #44 BLK #18 Pltoj=T# 04128.002- 44181 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: COVER SHEET V.150,MN EXP B 1%1 RoIAa WRA 72r L AR NO 9072 j DWItmT 07/27/20 acAI.E: 1/4"=1'- O" 8*1mzT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 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, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 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 A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION 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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF S- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINAM i. 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,1/2' 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 -15A AND R703.7. RRE RE818TANr CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE 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 FOR CONSTRUCTION OBSERVATION. EXTMR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com l AA p: 0003325 i 4 ra SUBDXV do L.07cl SILVERADO LOT #44 BLK #18 PROJECT 04128.001-44181 MODEM 4EAB "1672-ARIA" GARAGE BVfMG: RIGHT PAGE: GENERAL NOTES 150 MPH EjW. B DRAT�E, 07/27/20 SCALE: 1/4"=V-O" SHEET GN 38'-8' o j. o " ON NI oa��pl°� °INI�IIo � � O pl ON i ON . ON a 1 IU ME ow . • . . 1 . �. ON ® . i . ,�. . '. i r -m-xiii Q :LAJ _ AS Ri PER - lCODE i— ".I U' . . ® �IIii GARAGE I �—�-� it :_ p mill = m - 011�01°i nl1l10 oll�ll° oil��pp1[o I°II��IIo ollllo I -- ICI HB SQ.FT. CALC. S LIVING 1,612 SO. FT. GARAGE 432 Sa FT. ENTRY 38 SO, FT. LANAI 96 Sa FT. TOTAL 2,238 80. FT. oolraert ao a�colD rI1D LOADS BAiC IND O�OSIIE FOR S SEL'OID GIb18 OPBIIIIOB Sam DOZE 0WHODl1W 03VM MDm FOOTAGE MIN. WINDOW Im 5 24/-33 CRITERIA EXTERIOR BUANG 18 5 24/-31 OR MN. CRITERIA SGD. MIN 41 6 23/-29 CRITERIA 16010 O.H.D. IY1 5 20A/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED, (2017) TO MEET TESTED ALLOWABLE OR NOMINAL KIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. GXIBNOLDATE011i C L. TOP PLATE 9 �n BAR DETAIL A SCALES I'-0' BARCH C' SCALE I/2 " j,-. I, - FLOOR PLAN SCALE. 1/4' " 1'-0' NOTE, -2-8 LOUY. DOOR W/ AIR HANDLER ON METAL STAND OR 2.8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE $HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 Mi IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 1 THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.onm L AA 8: 0003325 r 9 Oft S BtnBDIV. Ae LOT' SILVERADO LOT #44 BLK #18 PROJECT 04128.002-44181 MODEL 4EAB "1672—ARIA" GARAGE IlKIfTG: RIGHT PAGE: FLOOR PLAN 150 H EX. B DwR1E 07/27/20 scALE: 1/4"=1'-O" SFIEET Al SHINGLE ROL 4' FREIZE BAND ITYPJ 6' TRIM BOARD (TYP.) 8'-8' BRG. FYPON 15KTIIXII OR EOUI VALENT, 4 I 4' RAISED Tyr'I BAND (TYP.) 0'-0' FIN. FLR$_ _ 8'-8' BRG, 1454 1'-8 0'-0' FIN. FLR _ •/-18'-8' SLOG. HGT. FYF'ON LV12X24 OR EMIVALENT L A /� " —I —i I— = FRONT ELEVATION SCALE. 1/4 . I'-C' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR RR03.4 �RIDGE I�6 SHAKE BIDING AS SPECIFIED (TYP.) 6' RAISED BAND (TYP.) 8' BRIG. W.T. COACH LIGHT -0. OFF RIDGE VENT LTTIC 2235 Sa FT. VENTILATION AREA REQUIRED = 1/30D VENTILATION AREA = 2235/300 = 7,45 ION AREA SO. INCHES PER FT.(144) 1072.8 Sa IN. AREDVENTILATION = .5X 1072.8 PORTION OF ATTIC - 536.4 Sa IN. :VENTILATION AREA US Sa IN. PER VENT S36.4 /115 iF VENTS REQUIRED 4.66435 iF VENTS ROVIDED 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOROF WALL, NO OVERHANGS INCLUDED) el 8'-8' BRG. HGT. BRG. HGT. 0'-0FLIP s OFF RIDGE VENT FM- I M on ME mi v REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 8'-8' BM3. HGT. F-1 v TV 0'-0' FIN, FLR. LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 2' DECO. DETAIL A SCALE: 1/2 . I'-& 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 vl kk b O 9veaiv. as LAT: SILVERADO LOT #44 BLK #18 PROJEOT/E 04128.002-44181 MODIC� 4EAB "1672-ARIA" GARAGE 9WtNQ: RIGHT PAGE: ELEVATION "D„ 150 MPH EXP. B 31 DA 07/27/20 9OAL.E: 1/4"=1'-0" MMET A.2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e r/ev CUTLET 20 AMP omm POLE IIOV CUTLET IIOv CUTLET CUT Q U1I.li WINED TO T �OPI IBV CUTLET EaM•ED WAIEC FAw N7eEU•lER (TAMPER RESUTAM TYFU 220V OUTLET - WRE CaSNECTCN -CY Gi9 We WATBPIGOF CUTLET GOMM FAULT UtIEIVEIPIER SIUTCN SWTCM 3-WAY C•ER $4 SwTCH1 4-WAY OPER WALL MOU = LOW CEILN6 LWxI4T © LED CW L04T LED VAPOR ©vp PROOP LIGHT O Vp VAPOR PROa• LOW OA!GlaaED CAN eVENT. PAN I CPM PER aa. PT. VENT. PAN WLIGNT I aT, P19e erA ►T. VANITY FIIT eR lOPEGN TBD OY RUO� 2-1- YAeNP ® ��6IGM} KRECEGSED) AROUND D R lSAlACE MNTJ ] 2' PLUOIlOCBR 4' KA4101E6CO NT p -�-v-: 8 4' TRAM LIGHT Q PAML pp� METER O S.D. mam DETECTOR ee2T. mac.I. RRY. f 1 WALL MOUNTED anal! DETECTOR BAIT. eeac.lrr ELyAllimmE ®C'aC B/tA &amN1ER-CONICiID come �� GMALL EE A DISTANCE OF NOT LEN THIN 4' "S"M WALL PENDANT LIGHT NATURAL GAS GUnzT TLERIQE JACK URN WATER WRATER D CT TO s! ELeveTro AIR ONoaDITIO" 60 AHU CK TELEVISON JACK LNG EOX RSCWRW OJ-em TO M SUPPORTED N ACCORDANCE YV BON MA M= AS SUCH FOR IINSPWTIM CELN000N "SUANPPORIttD N roACCO0 CEILN6 PANLIdR RDCE eV BOx MAwIED AS auw role manna W INCANDESCENT LIGHT OTRP OaGC�iD 26' NCA Dascae Low GTw nnn® 4V NCAIM LIONT OTRP ROOD LIOHr F" OI•T.OECUITY KETTAD • PA PUNT -BUTTON roR CNMEO ues PDIsr • LOCATICN OP TV JACKS 4 PHOOI OUTLETS 4 PANG TO BE YEW vDA WOPE004BR PRE-C!"TRUCTION PMEETN0. • ALL B 4 20 AMP ISRANCH CIRCUITS TO a AMC PAULT PROTECTED PER ELECTRICAL PROVISIONS CP MM !DI?ION r]01'T) l HpeG }IO» TOLL EDRICM STM • 20 NIP DEDICATED LAUNDRY CRCUIT. • GR • ISLAND (NOT ON KRCM M 014WIT) • DISANSER DBCONEGT TO EE LOCKOUT N PANI L • BATIEe001M V0446T FAN TO NAVE MN CAI-ACITY OF 50 CPM INTERMITTENT PER ELECTRICAL PROVISCI OF GECTION MNW3 1 TCLLAISDRY • PROM K80aROUN D PAULT CIRCUR-NTSRRUPTER PROTECTION FOR NURSONEL ON FEEDERS • WIRING MffTH00 SMALL DE NON METALLIC CABLE PER ELECTRICAL PIeDVISbNS OP lets ATN m l20n). • ALL WORK TO COPLY WITM ELECTRICAL PROVISIONS OP THE RMA ATM ED (20n). • jai .A LIGNRN,, MIST !!E [NRRGT ElFlallJT TYP[ PUne ELECTRICAL PLAN SCALE: 1/4' • I'-®• / COACH LroWT MITER FIELD 'ERIFY LOC. LED LIGHTING @ SINGLE LAV. • BATH -2 LED LIGHTING C�? DOUBLE LAV. OIINER'S BATH ®®EDEEEEEEEQ"Y�Om O0�'^''*'�EDfmEE® EEEEI����O E{M>• IKIEII SIZES 111011111 ®�C•',���� Ismlom I® � i����m �om�om EEllf®� RomRat�2�AEs® E®oE©�E0Ef7� !"tE•E®�"-"� -"�"•'�•�ED !SEE® Illl�����llra =O EEaa©�maE� EE�IBMC�a�6'���a� 0 �EEEEyFJ 150 AMP ELECTRICAL RISER NOT TO SCALE. A iL CTIMAL MATERIALS AND NOTALLATIONO SHALL GORY W rW ELECTRICAL PRDVIGIONS OP TUE PUy� =L•! EDRION l201l) ES LOCAL COD, AND ALL LOCAL POWER OM CPANY REOWIRE-ENTS. IS. ALL C24DUCTOW SMALL BE TYPE TNNI/THW U4LE60 NOTED OTNERUW- PROVIDE NO AMP, W440 VOLT, I PHASE SECCIDARK ELECTRICAL SERVICE. PROVIDE S 1 COPPER (CU) IN I-Z' PIA SOWEDULE N PVC CONDUIT OR PROVIDE G 2M ALUMINUM !AL) N 2" DU SCAM LE 80 PVC CONDUIT UNLESS SERVICE 10 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 302/0 CL THIN • IRO CU AIN.NL CU N 2'Cf*M COMBINATION SERVICE BB aMP DW ON4ECT 8017014 AND DO/J40 VOLT M ELECTRIC METER IN IPMASE NEMA 2R ENCLOSURE MLO PANEL ROMP TIOLork" YIMCE INTRANCIII scurrillINT INTERSYSTEM Dow TEMI AL AT LOW VOLTAGE CONNECTIONS 1 4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FISCISJkul @Q18lS7@OL S/S" DIA x 6 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J C evsDLV aE LOT: SILVERADO LOT #44 BLK #18 PROJECT 04128.001-44181 MODELA 4EAB "1672-ARIA" GARAGE 81RNG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH ER. B 1 DAM 07/27/20 SCALE: 1/4"=1'-0" a;ELEET E1 + I ( I I I I I it I 1 I I 1 I I II II --- M v I --- I I I II • I r O 1O I I I • II 0 I II I -- I I --- - WC 111 ql ���iii QQQ - y I v. L 0 III III i i i I 3B'xb®' `---- V. SHIUR. PAN I f A V. II II II S H OND in H + PLUMBING PLAN SCALE: 1/4 . I'-V a�2' V.TR IR' 2' IR' SWC WWN 11/2. 1 I ,CI AUTO VENT 2' v.T.R I I �12' �11/2' 1/2' I ¢ � 1 1 1 1In. Tub le I LAV I I/2' 1 1/2' �� I 2. 3 I1 1 InV rr a' ' 1I wc. WASHER I LAv. LAV, 3 SLAM TO CA. PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdasigngroup.com AA 8: 0003328 rUBDM de LOT: SILVERADO LOT #44 BLK #18 PROJE* 04128.002CT-44181 MODEIa 4EAB "1672-ARIA" GARAGE 8WnM: RIGHT PAGE: PLUMBING PLAN 150 MPH E . B 3 DitINT A IC: 07/27/ 00 SCALE: 1/4"=1'-0" 9HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SWALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SWALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER POO 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR NTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $WALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIFE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO RESET DAMPER ALL DAMPERS $HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS, ATTIC CEILING O C PLENUM y AIR SUPPLY �' 1 AIR HANDLER J EVAP.TRAY y T PLATFORM-11 RETURIS HVAi SCORIATED NICKEL BRONZE FL. PL, BRASS PLUG NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 DRAINS FIN. FLOOR OR WALL �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM S6000 INSIDE HSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE" RETURN TRUNK l BALANCING DAMPER OR 000 O CEILING EXHAUST FAN CEILING EXHAUST PAN A LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP rl OR EQUAL 4' CONCRETE SLAB $,,CURE STRAP TO UNIT W/ (2) #SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING rEXSEE SPEC. C-9'XB' CONG. FITTING OR TENSION TO SOIL WASTE ASQUIRED FLOOR SLAB CLEAN -OUT (TYP) NEXT. GROUND CLEAN -OUT (TYY )) NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 " I'-0' :ml 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 1 a N Q $ BUDDIV. ag Lolil SILVERADO LOT #44 BLK #18 PROJECT# 04128.002-44181 1[ODEL- 4EAB "1672-ARIA" GARAGE 9WM0: RIGHT PAGE: MECHANICAL PLAN 150 MPH E)T. B 1 rpvnvrDA 07/27/20 SCALE: 1/4"=1'-0" 9*== M1 �e c.�r�� J. 2X4 TOP PLATE f!R MAN Y 11 PRE -FAD TRUSS 1/2, CLG. DOARD 1/2' DRYWALL —, T4'r SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32. Or — MAX FIN. FLR 2X4 WOOD STUDS ♦24, OL. SLAB STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a)TYP. INT. WALL (NON-BRG. ) D� SCALE, %/4'•I'-V' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON J' O.S.B. SHEATHING OR 3' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM Bi OR I/2' HIGH STRENGTH CLG, BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OZ. e' CMu 1/2' GYP. ILL. BO.- WOOD BASE — 0'-0' FIN. FLR1 a a W/ WINDOW OPENING (ZGAS LINE THRU BLACK w•.r e FIBERGLASS SHINGLES OVER 30 FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 30 FELT PAPER METALLED PER SECTION OR SYNTHETIC RWS.1.1 ON a, Ob.B. PRODUCT, INSTALLED SHEATHING OR J'COX PER SECTION RW511 PLYWOOD SECURED PER ON J' Ob.B. SHEATHING FASTENER SCHEDULE OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. —REFERENCE MTL. DRIP EDGE O.H. STRUCTURAL 2x FASCIA PER ELEVATIONS PRE-ENG TRIM VENTED SOFFIT MTL. DRIP EDGE PRE-ENG. GABLE TRUSS 2x FASCIA PER WEEP SCREED ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF LESS TH 12, (1)1-STORY HIP BLOCK WALL (2)SLOLAYERPES2:12 UNDTOERLAYMENTAN SY4:STAEM D1 SCALE. 3/4'"1'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 I s GARAGE DOOR JAMBS D1 SCALE: 11/2'-V-0' 2X4 SIFF 24' O.C. MAX SECURE W/ (2)12d NAILS • EA END BLOCKMG 2x BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.1.1 ON J' Ohm. STIFFSACK AT ALL UPRIGHTS 71�PEIR SHEATHING OR J' COX STRUCTURAL DETAILS A PLYWOOD SECURED PER m. FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE PER ELEVATION O.H. 2x FASCIA PER CONT. 2x RAT RUN SECURED PER ELEVATIONS STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED \ P.T. SECURED PER HIGH STRENG H CL& BOARD STRUCTURAL DETAILS S WIND INSULATION / PLASTER MASONRY WINDOW ATTACHMENT AS AT PER DIREC MANUFACTURES BPECIFICATIONB PLASTER APPLIED STRUCTURAL Ix2 P.T. FURRING u,: IV STRIPS • 24' O.G. d. I/2' GYP. M. DD. ��.-8' cmWOOD BASE IN. FLR , — 0'-0' FIN. FOR. ae S. 'MU a 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING �11-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774.6078 FAK 407-7744078 www.abdeslgngroup.com AA $: 0003328 w EILTSDm de I SILVERADO LOT #44 BLK #18 ]PROJECT# 04128.002-44181 MODELe 4EAB "1672—ARIA" GARAGE 9Tn3M: RIGHT ]PAGE: DETAILS 150 VkH EXP B 1 DAR= 07/27/20 BCAL.E: 1/4"=1'-0" B kmw D1 ,, � 2X6 P.T. • ONTER OF DOOR HEADER SECURED W( (1) RR' X O' J-DOLT UV 4' MIN. E'IDEOMENT UV 21 X 2' X N' WA"pt 4 NUT OR W/ (2) N' X VANCHOR DOLTS UW 4' MN. EMDEDMENT UV 21 X 2' XN'WAMlR 4 NUT, �OECURE 2x4 O ® RAT TO DLK W/MAOONRY NAILS. ® DOLTS, UV 4' MM. EMDEDMENT, W/ 2' O X 2' X IM' WAOI$R 4 NUT. (V WITHIN O. OF TOP. (U WITHIN O' OF THE DTI. (3)EVENLY SPACED. IB o 00I Itor NOTED, ALL ANCHORS SHALL DE N AC 0MANCE TO MANFACIWER'O INSTALLATION INSTRUCTIONS WHERE SUCN NOTMZTI" AM MORE STRSIGENT GARAGE DOOR -11BUCK ATTACHMENT Qv 4c.1L4 VY•T-e 8' cm K' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR % X4' MIN. SECURE TWRU FRAME 4 EXTEND 1-Y4* INTO BLOCK W/ )' TAPCONS (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED A,) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +9 4 OR +5 4 A SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Yi ) WITHIN V OF EACH END 4 18' O.G. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCONWMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 8' CMU IS' O.C. MAX SPACING. )f' DRYWALL 2X&: ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-V OOR CASING TAPCONS (MIN. SHANK SIZE .145 Er)TTACW MIN. HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT I Yi J TO 2X PER WITHN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' OC. MAX SPACING 2X4a SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE —400 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 18' Or— MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Y*- NON-STRUCTURAL TAPC," TAPCON MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I),') •DRYWALL WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. •X4' OR I'X2' P.T. NAILER 2X84= ❑ SECURE BLOCK W/2-�) , (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. B' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15/1p" WINDOW TO B C +1-15 1 C SCALE: KT . 2X4:m SECURE TO BLOCK W/ V*' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W12-Yo- NON-STRUCTURAL '1(•' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 8, CMU WITHIN 8' OF EACH END 4 JS• DRYWALL 18' O.C. MAX SPACING. 2XSm ❑ I'X4' OR 1'X2' P.T. NAILER SE BLOCK W/2-i(r' OOR CASING (DOOR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Yi J ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEEDYi) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW) DOOR JAMB TO HLOCK +1-1 2" DOOR JAMB TO BLACK +2 1�} n WINDOW TO BLACK +1-1 WINDOW TO BLACK +2 1!4 " " SCALE: N.T.S. D SCALE: KT.BN.TA. 2X4m SECURE TO BLOCK W/ TAPCONS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2-%,NON-STRUCTURAL fir' 8TO TAPCON MIN. 1-)4" (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CTRJ MIN. EMBEDMENT 1 Yi) Yj' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. ❑ 'X4' OR I'X2' P.T. NAILER 2X&cw SEGO BLOCK W/2-%' DOOR CASING (MIN. SHASIZE .145 NK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 10' O.G. MAX SPACING. MANUFACTURES DETAILS. NT4 «« Mr®m w'u...w,. too xrn OCJOD.6.1 DOOR JAMB TO BLOCK +3" WINDOW TO BLACK +3" SCALE: KTA. 2X4m SECURE TO BLOCK W/ )6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X IV O.G. MAX SPACING. MUST DE ON OUTSIDE 4 2X64>m SECURED THROUGH SECURE TO BLOCK W/2-Wb' NON-STRUCTURAL Y,' TAPCONS(MIK SWANK SIZE TAPCON MIN. I-Y♦' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' OF EACH END 4 8. CM J4• DRYWALL 18' O.C. MAX SPACING. 2X8:m ❑ 1'X4' OR I•X2' P.T. NAILER SECURE TO BLOCK W/2.%' 2ND 2X SECURE TO TAPCONWMIN. SHANK SIZE STRUCTURAL MEMBER 145 W/(2)I2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO B' O.C. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN 8' OF EACH END 4 DOORJAMB OR WINDOW 16, O.G. MAX SPACNG. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3" ALE:. RTb.TA.W TO BLACK +3" 2X4m SECURE TO BLOCK W/Y4* TAPCONB(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' OZ. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL V.' SECURE TO BLOCK WA-114' TAPCON MIN. I-Yi TAPCONWMN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 81 CMU MIN. EMBEDMENT I Y♦') V DRYWALL WITHIN 6. OF EACH END 4 18' Or— MAX SPACING. •X4' OR I'X2' P.T. NAILER 2XO4 ❑ SECURE TO BLOCK WA-1/4' 7(�' 0A.M. X W MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8. OF EACH ENO 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 1101�MM.Y N®p i01L1� JYf fD0 x0I W W N/ DOOR JAMB TO BLACK +3-9/18" G WINDOW TO BLACK +3-7 18" E: KT . 2X4:m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL W6- TAPCONS TAPCON MIN. 144' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' CM WITHIN 8' OF EACH END 4 Yj- DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2XD4 SECURE TO BLOCK W/I-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4') pOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLACK +3 3/4" as SCALE: KT.S. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 S BUDDIV. 8e LAY: SILVERADO LOT #44 BLK #18 PROJECT 04128.002-44181 MODEIA 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH E . B V DATE: 07/27/20 SCALE: 1/4"=1'-0" IBM= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 30758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 JUL IS N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngtoup.com AA #: 0003326 1 Q 0 >sUSDIV. Ae LOT: SILVERADO LOT #44 BLK #18 PROJECT 04128.00 -44181 MODEL. 4EAB "1672-ARIA" GARAGE STaNG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 H EXP. B 14 D � 07/27/20 BCALE: 1/4"=1'-O" a== D3 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 of OWN r o a$ I IS ff1 OL rGLD NYAI� • R. A O L 10.D NIUM • M. A ®� ""'"•P'° ® KICKOUT DETAIL TOLD SvsD><v at I.oT: SILVERADO OlMLD1•YIO• ® LPp.DNMIp.R.A WOOD SHEATHING ORCMU LOT #44 B L CRIAN-M.• WRLAYER •I, BLK 18 2.ONE N 0 Pr.8 & CREE A • Pf. 0 STUCCO WRAP (FRAME ONLY) ■OIrAM•n.o wro Pr.coV"Mr. PROJECT# e°� orrom PLAIM ® 04128.002— 44181 �' THICK, 3 GOAT CEMENT ® PLASTER(FRAME), 1/2' 2 COAT LEGEND ][ODEIe CEMENT PLASTER (CMU) 4EAB �0 METAL LATH (FRAME ONLY) "1672—ARIA" rN ®® r� LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB GARAGE IGHOWING: ra.D ® QrX7F/Illdl P'QFFf7 wieeTd„ -- - -- -- --- LAYER *I, STUCCO WRAP) PAGE: GRAL. POW. pQ t=ca. i' TMCK 9 B'L' GOAT C.EW ? 5'X5' TYPE CONTINUOUS WALL �r �tcuT F Z GALV. METAL FLASHING WRB LAYER "2 CFORT11=1BER (NAIL TO ROOF DECK, NOT BUILDING PAPER) ASSEMBLY wmLAYER O.PORTwgwR O L WALL SHEATHING) DETAILS BWL004 PAPER nRNE *LY) UM LAYER-t CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X 67wzo uAEAPOw s OLY, 150 MPH E B INSTALL WITH ROOF CEMENT LAM LATE% G! smom MW 0Vm NALM R.mm oroP «�a&y) STUCCO MOM m :;:: .m•AL� �� I ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING g WJM r A41"(W 1 2 0 SELF-ADHESIVE FLASHING — — — — — — NOTE - A. METAL LATH: LATH TO BE PER SECTION raa3M Ri lWE1LATTi/i — "TOR T W" OEM. fEIO OR R-I03.1.1 / ASTM C-S41-m9, MIN. 2.5 L55. wTAu NK1rOL" 07/27/20 Mwmom, ONI6A►)' M. PER SQ. YARD (UTILITY OR NOMINAL DABCATE: ®xf"A""'LATH DOES NOT MEET SPECIFICATIONS) 8HEET °aATNw,NaaurucALLY ..ee�A waP '""""""�` @)" L" FLASHING jnr N.T.S. Y tl A 1 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO X—X—X—X SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0S, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFIGATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDNG PAPER OVER:QUICK FLASH' F— PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (NSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD y\ 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 "1 —1— 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A 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 "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAQ EDGE APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD CONBTRdCTION a' cm WOOD 844EATHNO IRS LAYER h, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH •T/W TEXTURED PIJISH • WOOD •PASTEN TO WOOD STFWC11RAL MEMBER • T' Or— MAX x'I CCP W 4' WIDE STRIP SELF ADHESIVE PLASHPYs, CLEAN MASONRY BEFORE APPLYNG FNISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER w, STUCCO WRAP 47777 CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER 7 STEP #2 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP No (q) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W. A A y� SVHDIV. ae IAT SILVERADO LOT #44 BLK #18 PROJECT# 04128.002-44181 MODEIe 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 H VR. B 31 rO AR� 07/27/20 CALE: 1/4"=1'-0HETA E�TT dY2 LEGEND DRAINAGE PLANE (WRB LATER MI, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD 5HEATHINCs SELF-ADHESIVE FLASHING — — — — — CORNER BEAD (FASTENER < SPACINGS I" O.G.) CMU %' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 q C a IPROJECT# vBDIV. eaWP LO SILVERADO LOT #44 BLK #18 04128.002-44181 MODEL• 4EAB "1672—ARIA" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 E B UIOOD BNEATHM6 WEATHER RESISTIVE DARItlER -1 B�NCtlIERRESISTIVE 9f.' X T Y��� 6IDM6 / / ' FLU R� UPfr a FLASSNM6 f �\ TWEE.RR RESISTIVE STARTER STRIP / \\ \\ BSA THER FE61STNZ I \loa!� OR\\ b 66' HERM6 GALV'D PETAL G'ALV'D PETAL 'Z' FLA6HM6 W FLASHM6 IUISOPSTRIM FEMBo �EDR aAS / \ / Y WD6TFUM rwimm GAP I R APPROVED T SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0S, MIN. 2B LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CI WOOD GONSTRIJCTIONBEYO - V WOD SFEATHM6 RESISTIVE BARRIER W�TNERRESISTIVE ��kCpALVO X?' 1Y" LAP 81DM6 BOARD 4 BATTEN FW8�4 I4ASNrtr, \ UE RRESISTIVE STARTER STRIP UBATHER 106ISTIVE � on \ L HERM6TAL lzoa!!� 6ALV'D FETAL G W FLA614W. ON HARDIE TRIM PER ELEVATION / \ \ HARDI I ELEVATION MR AL GAP R APPROVED T CIAGM \ ` SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION LEGEND DRAINAGE PLANE (UJRB LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER BUfLDING PAPER) METAL LATH STUCCO X—X—X—X 0 SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 :gh+ c q pI N O yS� ¢ Q ii I 99 C 5 [PROJECT# UnDIV. aI.OTSILVERADO LOT #44 BLK #18 04128.002-44181 MODEU. 4EAB "1672-ARIA" GARAGE 8WUM: RIGHT PAGE: WALL ASSEMBLY DETAILS k.150 EYAB DATE. 07/27/20 BCAL.E: 1/4"=1'-0" a MET WA4 / I —2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' U —1 ' / !---DRIP EDGE i i/8' TEXTURED FINISH 6 WOOD i 1/2' TEXTURED i/ FINISH a CMU I\ I\ I\ I \ I \ 2X6 8UD I \ METAL FASCIA \\ WRAP Ya, FROM \ ' STUCCO, I' FROM \ ---------------------------- WOOD WALL \\ \ EXTERIOR WALL \\ e� (FRAME OR CMU) \ `\ NOTE: NOTCH FOR 2X6 \\ \\\ SUB BAND ONLY \ ®ELEVATION 1/8' TEXTURED FNISH • WOOD, I/2' TEXTURED FNISH • CMU "IETAL LATH [ \ WRB LAYER 9, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER - ------ (FRAME ONLY) c� R00FNG CEMENT DRIP EDGE � © FLAN B METAL KICK OUT ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK(BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ''I/8' TEXTURED FINISH s / WOOD, 1/2' TEXTURED FINISH m CMU 2x6 SUB -BAND W/1'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/11 'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU)' SUB BAND DETAIL ® WALL x x x x x x ,. x x x x x x x x x x x x> x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x- x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - .. SUB BAND DETAIL (P WALL W�KICK- OUTOUT FRAME OR CMU FELT 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 A ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY d N. RONALD REAGAN St LONGWOOD, FL 32760 PH: 407-774-6078 FAK 407-7744078 www.abdosigngroup.com AA #: 0003325 fill a aUDDIV. at LOT: SILVERADO LOT #44 BLK #18 PROJffiCT# 04128.002-44181 moDleI1 4EAB "1672-ARIA" GARAGIC BVnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 31 DwT>6: 07/27/20 >9CAL&: 1/4"=l'-0" EXTEND SLAB 1 1/2" Y _ _ FM-12X18 I— FM-12X12 r _ 4" CONC. 1 1, I� SLAB 4 w �3,/2" a F 2 4 2'-6 io 10 � I r 7M-1918— I 1 I I .I I I 0$= TOP OF SLAB 1" PVC CHASE X FOR ELEC. n ISLAND g 1 LL I� x I� ILL I o a L7 z y EXTEND 4"PVC %CHASE F- I SLAB 1 1/2" TE1— — — — — — — — — 5 1/2" SLAB I 1.1 "2'-8" `P 18'-0" 17'-8" t.LAB �I uj 1 I 1,1 EXTEND O 2 FM-12X18 SLAB 1 1/2" y ,., ___ 4 CONC. � i v SLAB nw 6" N 3'-0" 6"( IcS I ( *31/2" Na I T 1. FMC-12X18 7 1/2" 1 1.1 L _ FM_12X18 1•t _ J F M 2 X 12 FMC- 4 12Xi8 1.1 4 1.1 FM-12X1S — — — — — — — — -, 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 +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 616 W 1.4xW 1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. I TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18' - (2)#69 FMC-12x18 12" CONTINUOUS 18" - s - VARIES F-24x24 24" 24" 12" s s 1 (-)0"-4" FW12x12 12" CONTINUOUS 12" - (2) #5's 1 (-)0'-4- TE-1 8" SEE PLAN 8" - s _ 0'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 cq sunDrv. ac LOT: SILVERADO LOT #44 PROBLK #18 JECT 04128.00 -44181 MODEIa 4EAB "1672-ARIA" GARAGE STIIMG: RIGHT PAGE: FOUNDATION PLAN 150 UPH EXP. B 1 MMIN D � 07/27/20 SCALE: 1/4"=f-0" SHEET S1 30' MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED _ } STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < a.CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REQUIREMENTSGARAGE DOOR w RECESS � aMN �rCo - Z 8" CMU WALL O N 8" CMU WALL ..RNER BARS, SAME SIZE AS LARGER BAR wLuO N FOUNDATION WITH 30" LEG EACHwWAY OF SLAB TOP OF SLAB AT ALL CHANGES IN DIRECTIONS I ..SO THAT THE STEEL REINF. IS CONTINUOUS WTOP MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR I a PORCH SLAB < SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) VARI S SEE SLAB SCHEDULE TOP OF GARAGE 7AND I�� I? r CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ZLp. AT ELEV: 1/2" ISOLATION W/ 1 6" CHAMFER (2STORY) #3 18" EXT. PORCH SLABW/ FER (iSTORY)JOINT (WHERE • #4 24' W/ 112" ISOLATION FER (2STORY) APPLICABLE) Z SEE SCHEDULE 30" JOINT (WHERE APPLICABLE) ZWHEN DULE#5 TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING m FOR WxD, BAR SIZE 36 AR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY ANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" �v EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GARAGE CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=l'-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 49' -may AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w I 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED v) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O o_ SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE WEDGE 1/2'k9" WEDGE ANCHOR W/2" BTM. PLATE TO 8E PT. WlFLANGE Q BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", UNO O FOLLOW ALL MANF. PLATE EPDXY 5-1Y2" EMBED. MIN. 16" OC SLAB V I d MASONRY NAIL i6" O/C STAGGERED. R = SIMPSON SPH4 OR SPH6 MAX. IY SPECIFICATIONS FOR N BTM AND TOP PLATE ADDITIONAL METAL = USE AND1/2 ANCHORS W/ 10d x 1 RS T SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" F PREPARATION OF V' HOLE. ALL COMMON NAILS FILL ALL y REQUIRCONNEED WHEN REQUIRED WHEN NO y UPLIFT IS PRESENT. TAPCONS W w HOLES, DO NOT USE 10d w w J O° Ok, x 3" Q SEE SLAB SCHEDULE Q SEE SLAB SCHEDULE ,eQ TOP SLAB ... _� ... . OFP TO OF SLAB - ��,.... 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) 4. ' fie_ •: .•° e EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scaE:34'=t'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 7 CURB FOUNDATION WOOD WALL 6 scALE:3/a"=r-0" (W/ UPLIFT) $INTERIOR scALE:3/a"=,'-o" (NO UPLIFT) SCALE:3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN a SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO ❑ BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB WI10d MASONRY NAIL w w 16" O/C STAGGERED. ADDITIONAL METAL m U e a mil CONNECTORS NOT O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. `o Z ;. POURED LINTEL CONT. (YR) 'gip.. 8" CMU FILLED CELL (TYP.) ° - TOP OF SLAB SEE SLAB SCHEDULE .I° 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0' Z MINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND •FFOR 16'O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE �EDULE SIZE FOR WXD, BAR SIZE BARWxDBAR AND BAR QUANTITY - AND BAR QUANTITY I, x- COMBINED EXTERIOR MONO- INTERIOR FRAME BRIGWALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PADBLOCK WALL CONNECTION (NO UPLIFT) aF=0OT!lNG SCALE:34"=1'-0" I I SCALE: 3/4"=V-0" 11 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 la p mm avaD:v & LOT SILVERADO LOT #44 BLK #18 PROJECT# 04128.002-44181 MODEL: 4EAB "1672- ARIA" GARAGE 91RD7G: RIGHT PAGE: DETAILS 150 MPH EXP. B iv ItINT D 07/27/20 aCALE: 1/4"=V-0" a;<tEET S1.1A DOWEL PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M 0003326 1 S 11-- r • IN SVHDIV. ac LAT SILVERADO LOT #44 BLK #18 PROJECT 04128.001-44181 MODELe 4EAB "1672— ARIA" GARAGE BIFING: RIGHT PAGE: DOWEL PLAN 150 MPH 31 DAATE 07/27/20 BCALE: 1/4"=1'—O" QHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BE AM VARIES PER ELEV. Z i iv —j, d •I 'Fm CLEAN OUT REQUIRED Q FOR INSPECTION m �o m 0'-0" FIN. FUR. • - �.• TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR CIA. Z #3 1 18" O #4 24" m U #5 30" #6 36" #7 42" HORIZONTAUVERTICAL �� REINFORCING � SCALE: 3l4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z oIL a mV O J a o� '�•TOP OF SLAB SEE SLAB SCHEDULE z w BAR SIZE 48 BAR DIA. > 4" CHAMFER (1-STORY) O 6" CHAMFER (2-STORY) #3 18, U • #4 24" Z MATCH STEEL #5 30" REINFORCEMENT 36„ PER SCHEDULE #7 1 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR OUANT(TY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL REINFORCEMENT PER SCHEDULE NG #5 BARS 1701 mJ 8" " CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 6 O NITI 11:.:9 sVSDIV, & LOT SILVERADO LOT #44 BLK #18 [PROJECT 04128.001-44181 MODEM 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B i DAR CE 07/27/20 DCAIX: 1/4"=1'-0" SKEET s1.2.A. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)1Od x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Dd x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8' DESCRIPTION REMARK 1D (2)2XB BEAM SCHEDULE MEMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO, = THROUGHOUT MARK DESCRIPTION fc (pal) SIZE W'XH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Sal MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS VIS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD PL SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH aue - msae IRM I e71s06 I SWO I W2440 I OR&M 1 W32-M TYPE LENGTH eUB 9 Rg1U TYPE LENGTH aRt7 erssr 4Ft2-7T s wr eFlstt avtes7 e72o-,t raw evxti Y%4.v evert owu evsan7 sm2r a'4Y (42') PRECAST 2291 r r (42•) PRECAST 1026 lad( I= 3'3• (4n PRECAST tes ms Ws4 eta Were e1s f007 ,eel tea HIM 4a4 an $132 Tat 4'-0' (4n PRECAST 1988 4'4Y (48') PRECAST 786 7B3 1909 4'41' (48') PRECAST tees 2sW mW 8a6 46M sm SM 1m 2M WWWI Wall 400 WM Wn 4'-0• (54') PRECAST ltpp V4r (541 PRECAST ON 591 1073 4'-8' (541 PRECAST tm7 2040 27m Wme 40N 4711 Ian ,2W 2eW 2707 San 40a Oil 0111 S4' (&� PRECAST 7217 S4' (040 PRECAST 411 411 745 S4• (811 PRECAST tall m 22n a ells as, 4e22 1016 1715 22n 2/s Ms aM1 4112 S-1a (70-) PRECAST 1082 5-10• (70•) PRECAST 310 3� 818 9-10• (7a') PRECAB'i w 7 Ise arm am 41aa w MIT 22W =3 IWI 3es ON V-8' (78') PRECAST m Sot (76') PRECAST WT M JIM S4P M PRECAST ne , gas asI V1 em MR tas ms 2710 am1 en2 T4)' 8b") PRECAST 743 T-0• Mn PRECAST 424 534 383 T4! Rn PRECAST m 2om sm a2s m 1224 1W4 20m Tall 2w a2s 74• (112) PRECAST 554 9'4• (112� PRECAST 326 512 230 S4' (112D PRECAST 91 70° , 14a ter 2137.ms m e32 tale fW Ills 2M s» tea (128� PRECAST 475 1010 (12n PRECAST 284 401 180 ta41• (128) PRECAST 610 en all trt , m„ m ea IND 14n 17s 20ee 2M 11'4' (136) PRECAST 362 11'4• (136) PRECAST 200 462 154 114• (13n PRECAST 474 I04 a0 711" Wm to ter -TM—. 4a W7 , tan IM ,ere 21P 1r4Y (144') PRECAST 337 174Y (1440 PRECAST 244 402 13T 1r-W (1441 PRECAST 470 4s 7M foe „ , Wee 47o s/ em ,as t ter 2m0 /S4' (16a) PRECAST 286 ,r4' (160) PRECAST 217 914 110 t3'4" (180") PRECAST Ne m e/7 7s a14 1 rasa 4s 4W IW Its 111 t rem 14'-0' (1680 PRECAST 279 14'-0• (16n PRECAST 206 203 100 W-W (166•) PRECAST as as W. M NO 1 us 425 717 IOs , t IN7 14'-S' (171n PRESTRESSED N.R. wo (1760 PRESTRESSED N.R 284 91 14'4P (1761 PRESTRESS® X4 Wee Is On W em 1 m ter 1131 17M IV-e• (184') PRESTRE68ED N.R. 1S4• (184-) PRESTRESSED N.R. 250 83 1S4' (164� PRESTRESSED313 eb 4s M W. Wm 7W , a, f tall 11 (206') PRESTRE86E0 N.R. tT4' BOWS PREVIRES ED NR 194 84 1T4' R06') PRE81RESM I ma as 4s es m 740 all I t1V4• e» M2') PRESTRESSED NR 1S4• RM PRESI N.R 146 62 1V4• i(M PRESTRESSED22e =3 ale 4m 4a m a7 Mt eel 1 741 t72721'4• 21'4' (268') PRESTRESS® N.R (266•) PRESTRESSED NR 126 42 21t4• (266•) PRESTRESSED mt am as 40 NO an 142 ,m 2m ,m m 2s s7 m 72f 4s Mlle ,"e 104e es 2r47 (264-) PRESTRESSED N.R. 22'-0• (284') PRESTRESS® NR 116 40 22'4Y (2840 PRESIRE86ED 1V 2m Ws 61a se ep es 24'4Y ( PRESTRESSED NR 24'-0' M6') PREBIRE86ED N.R 91 89 7A'-0' C�9 PRES7AE88ED 1a ,M /n 7s 9m afe a4: 4s Of es 4W 7m em as tm mI 4W ea ea ts2 12m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM %AFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONSPROVIDE WNIMUI4 P OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ��c�n®�1 O��mmm mm000�� oo�mmm 0�m00�0 mo��r!om mmmomoo moor_ �!��1 ��00�00 mm0000v mm�0©m0 mm©o®mot I�r�i"� 0�m0©m0 OD®0©m0 ommom�!�r_+ oommomv oommo�o 0000m8::l0 Odmm��0 ®�m00m0 �000��0 0000000 0000000 00��0�0 ��00000 ............... --------.------------------------------- 1 ♦ 8F16-1T/OM/OB 8F16.1T/0M/OB 8F16-1T/0M/0B 1 1 Iwi 03 1 to ♦♦ ♦♦ ♦♦♦♦ m z 1 I 1� Im ♦♦ m � 1 ♦- GT 1 � 1 I 1 ♦♦♦ 4* , 1 1 ♦♦ i I ♦♦ I 1 ♦♦ I 1 1 ♦♦♦ I , 1 1 ♦♦ I 1 1 ♦♦ i I 1 Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I Ib 1 1 1 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 I ♦♦ 1 1 ' 1 I 1 1 � I ♦♦♦ 1 i �, i i 1 i 1 I 1 1 I � � 1 1 1 ; , Cal 1T/OMOB I i I 1 1 4# 1 1 1 I 1 1 1 j 1 1 4 1 � 1 I 8F16.1T/0M/0B 10 8F8- 1 8F28-1T/1M/1B 1 1T/OM/OB 1 b0----------- T -----L------------------- L----------I ----- LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-7746078 FAX: 407-7744078 www.abdosigngmup.eom AA #: 0003326 J D � m 11 loll BVHDIV. All LAT: SILVERAD0 LOT #44 BLK #18 PROJECT 04128.00 -44181 1tODEL.• 4EAB "1672- ARIA" GARAGE 8AI37G: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W! 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'x6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM f° 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \,\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" to 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THEOM BOND BEAM COURSE OF BOND BEAM IS OMITTEDEIS AND A LINTEL PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL.. / �,\ `Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.' 8 9 8xl6 DBL. BOND TOP OF ,��•� 0?� BEAM W/(i)#S BAR BOND BE N\O EACH COURSE • p 8x8 BOND BEAM TOP OF .*; BOND BEAM F = FILLED W/ GROUT • pQ�G�\\� W/ (1) #5 BARIND '(\Ap U WILLED GROUT SOLID FRTOP .Tl\� NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE#5 SEE NOTE 5 16-1 T/1 8x8 PRECAST CLINTEL O(1)#5MASONRY NOMINAL—iceHEIGHT # OF #5'S, TOP LENGTH -BAR FCORNER OPENING-2" ITIS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2BEAM DESIGNATION THAT XFXX-1T/1M/O8 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRECAST CSCALE: 3/4"=l'-0"AND XFXX - iT/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT IS THIS ENGINEER'S INTENTAND XUXX- 1T/IM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOTOP LINTEL OF OPENING AND XUXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW 1S/4") 83 FROM EACH END AND MIN 1-1/4" #5 BAR BENT ASSHOWN EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK .314' PRE -CAST 1 n SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4")8" 7p. ,LSo SILL FROM EACH END AND 18" - SLOPE O.C. MAX. MIN 1-1/4" o EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 2-3/16 AS TO ALLOW BENT TAPCON OR DRIVE PIN (MIN BAR TO BE PLACED IN SHANK SIZE.145 MIN HEAD UPPER AND LOWER 0 MIN EMBEDMENT2X4 SOLID BLOCKING EB SIZ#5 BOND BEAM MIN. REQUIRED IN i1/4" FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN t-1/4" MIN. 2-12d PER BILK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL /��\� PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. s I I SINGLE #5 CORNER A I BAR, 30x30 TURNED UP FIILTURNED DOWN INTO OF FLED CELL BOND. BEAM 9 II I II / I�G (� 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR SEE PLAN. II / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 5CAL :3/4"=1'-0" � SINGLE LINTEL, MULTIPLE OPENINGS O SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdos)gngrouP•com L AA #: 0003325 ' M w Z Z: J Iy O 4n l 0 x stmDIR & LOT: SILVERADO LOT #44 BLK #18 PROJECT 04128.001-44181 MODRU 4EAB "1672-ARIA" GARAGE evnro: RIGHT PARE: DETAILS 150 MPH EXP. B . 3.1 DRmT A=: 07/27/ 00 SCALE: 1/4"=V-0" l *== S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. - 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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 m ' NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO y✓j U U U BRACE TOP OF WALL. CJt EJ7 n CA 1 N I CJ3 h qW n 1A n� I "W n n nu n InI u n n n ■ li CJ3 0 CJ5 ID q■ n 3.1 s� IzQ IN .1n u n n n ■ x CJ5 ■ ■ I A 1 IT 1A/-1 .1 .1 _eesz=: ss�seeeszs:z�s _ yq azszz�`Q x x�_z:s�_z:s:z =zz�as�z zzezes>� ----- z>azzz ...... A�RD� TRlAm a w O.C. MAC Q _............z� D 1A sue............. .......1A 3.1 A2 I ATTIC I I ACCESS I A3 A4 y P� e�q A7 A9 z zees®= 1A =�s=s�. .: .>�szzs:.:... 9A .1 --- A11G 1A 1 .1 Vu Ip �pqn v 1A i s W sev e — .see— z ams : mesa . CJS z B N W B n '1 ro ... .......: _ m CJ3 1A 4 ... ....... CJ1 w n u II 1A ______________ OF Lij7A W 7 8 FRAMING PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.a bdesigngrou p.com AA 8: 0003325 W dj • S suBDM ae IAT: SILVERADO LOT #44 ELK #18 PROJECT/ 04128.002-44181 MODEL• 4EAB "1672-ARIA" GARAGE BIWMG: RIGHT PAGE: FRAMING PLAN t.150 MPH FIV. B mjAR DATE" 07/27/20 DCAL C: 1/4"=1'-0" a*1E= s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE Q 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x t }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR (1) SIMPSON HETA16 # 1100 UPLIFT B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", 1Od TSIMPSON HTSM20 W/10 10d TO SHEATHING 16d x 1 NAILS TO TRUSS x 1 }" NAILS TO MAYBE ADDED 6", 8" x 4'-0NAILS, TRUSS AND 1/4" FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , GIRDER. PROVIDE 5" GI DE WI tOd NAILS, 2 ROWS, 3" HORS" O TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE 0/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT, USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO 2x WOOD FASCIA ACCOMMODATE TRUSS A_(,) SIMPSON LGT&SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1l4" x 2 1/4" 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. SE WITH (4)'�" x 5" TITEN HO TO CMU AND (12) BOBTITEN CONT POURED LINTEL 2x SECURED W/ (3) i 6d }" x 2 }" TO GIRDER GALV. COMMON NAILS, ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES 24" O/C, ,� 2x WOOD FASCIA (2) }' x 5" TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3"TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) i6d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS SCHEDULE ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE , A ALLOWABLE UPLIFT = U:1810 LBS, 070 LBS (i PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c .3 '_,'_" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR A GIRDER CONNECTOR(S) 2a 2b 2c SALE 3/4'=,' 3 SCALE:34"=1'0 GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0- (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO ELK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT Wl2" FROM CENTER TO END, WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED (� 10`0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END 7 NOT USED PRE-ENG'D TRUSS SCALE:3/4"=V-a' 6 NOT USED 5 NOT USED THE USE OF ALTERNATE MATERIALS MAY BE 4 NOTCH DEPTH 1/4"D HOLE EDGE >5B" USED SO LONG AS THEY CONFORM TO THE H25ED FOLLOWING SOLE. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE 1518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE ' THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE ol SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING NOT USED NOT USED ��ALTERNATE'MATERIALS 11 AND BORING LIMITS g 10 SCALE:34"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 0 9v8Dsv. at LoT: SILVERADO LOT #44 BLK #18 PROJECT* 04128.002-44181 MOOR 4 4EAB "1672—ARIA" GARAGE 9Wn4o: RIGHT PAGE: DETAILS 150 MPH EXP. B L A CABLE END NIP �OF II' —A' ROOF WIND DESIGN PRESSURES NET (GROSS) AS 7-1 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 DIAPHRAGM 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. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 4" O.C, EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA, SHANK TENSILE STR. SHANK Sd RING SHANK, 2 117' 0.120" 170,000 ING RINGS SCREW SHANK I ER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z Z � w Z Z Q U m O Za ® 7 . J Z . z • Y Z 2 ' z . Z Ln W U=w Z QO on O O e Z R DID Q Z N w on O OU w0 UJ () 0 (3 F U U) O O w is 0- TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS --- ROOF SHEATHING O = Z r so �3 m U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CBd RING SHANK GUN NAILS 0 6" O.C. IN FIELD P. PXT. SHE-AfhNIG ATTACHMENTS A 1 . TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.G,IN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 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 WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXI PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3IY, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE &MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Ft,= 1100 PSI AND A MODULUS OF DRAWINGS SEAMS LAPPED 61NCHE8 AND SEALED NTH ADMESMETAPE. ELASTICITY = 1.400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES BE D TO RETENTION LEVELSTREATMENT:UM FORM-WORK:SHALL CORROBORATE TETRAHEDRAL (DOT). WOOD FORS STRUCTURAL USE THAT SHALL BE REATED FORSANY FORWWORK. SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM RAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING. SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORT D WITH 'CHAIRS SPACED ' O'OC EACH WAY THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION E 2 3- REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN LOADS: CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pst REVIEW. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446 GRADE A E AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD --current TYP. MIN LAPS SHALL BE AS FOLLOWS: 9413AR - 25" #6 BAR - 36" WOOD TRUSSES. 10 paf BTM CHORD-rlort-Gorr! of #5 BAR - 30 #7 BAR - 42 PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD psf TOP CHORD (7 psf ASPHALT SHINGLES) (1 No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 s 5 pf STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. p WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-1D (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS! HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40Psf, GUARDS AND HANDRAILS: 200psf, GUARD WFILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 3Dpbf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED HE CONTRACTORS PRIOR SUP TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR . S ORAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL DRAWL LAY-UP RUNNING BONG UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO 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 C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 sf FOOTING p TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXES AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB BE COMPACTED A DRY DENSITY OF AT LEAST OF THE SHALL BE BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO YSHALL MAXIMUM D 7. T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT All A CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S 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 WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS A6 FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36 F = 36 ks I FORANGLES PLATES AND W SHAPES STRUCTURAL TUBING SHALL BE ASTM A500 Tex R 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE PAX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WRH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR N5AND SMALLER Y FOR #S AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Y Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE 0, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -HE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIJCATKW blff TYPE SPACING RE.— APPLICATION SGE TYPE 9>ACWC REMMI(S 1—FURRMGTO —NE—IL GARAGE DOOR BUCK 1IA"DA, iAFCONMASONRY 111YM DIST., MASONRY I CONC. NAIL III LONG. e'aC TO NASCNRYICONC. NO WASHER FASTENER B"� EG,N"END I12•EDGE pST. SGO, AL. E%T. DOORS 1. PT SEE NOTE CASE HARDENED COIL NMLI IYC LONG. 0"CIC STAGGERED WINDOW/COORIFASTENED INTOMABONRYICCNC. -GE DOOR BACK TO MASONRYICONC. tfr ON. WI WASHER EX —ION 2I.OIC 4"EMBEp., TEND DISi., ]"EDGE aST. .—SUCK CASE HARDENED COA o-ac —Dow000WFASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING 1. Pr, SEE NOTES NAILI-LONG. STAGGERED INTO- MA90NRYI CONC. REQUIREMENTS EAT. SWING DOOR BUCK. 1, SEE NOTE S (2)b10`ON. NO WASHER "TAPCOM FASTNER 1CaC I1R"EMBEp, 9"END. a&T., I-EDGf-I NON NO W000 WALLTOCONL.SUB I- EXPANSION A"EMBEp. I' END WIWASHER BOLT 3N"� DIST., 3"EDGE OWT. ]% PTwuNOQNBUCI( 0.1PAF •1IC pEND .05T.,112 PT TO STEEL CE8 CL., SEE W/38•WASH9• —CER STAGGERED EDGE DIST. ES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOOR$ TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOUN OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. L N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 VWW,abdeS19n9roujM AA #: 00033 3nnonflu B tmDIV. dt LOT SILVERADO LOT #44 BLK #18 PROJECT* 04 28.002-44181 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH B 31717y/ DATE. 07/27/20 8CALE: 1/4"=1'-0" S N 1 J