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HomeMy WebLinkAbout6994 Silverado Ranch Blvd99 0 4EAB-ARIA 99 40 \aV HOMES �„, �;:4�,•�,;,° ,mow/ 4.V i 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL BTH EDITION (2017) ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES :FLORIDA FIRE PREVENTION CODE 6TH EDITION •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES A" ALT AMP . . ED. CL ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERPE M.T. MNTEDRFSHOLD MTD. MOUUNTED MIT. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PG Cl-COVER SHEET PG GN- GENERAL NOTES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL. GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vasd=116 YPH -EXPOSURE - B CAB. CLG CLR CONC. CPT. CT. D. DEL D.G. DIA. CABINET CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOU DUAL GLAZED DIAMETER PL PROPERTY LINE P.B. PUSHBUTTON PH PHONE PIT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED D. R. RISER RARADIUS R.A.G.RETURN AIR GRILL PG Al —FLOOR PLAN PG A2C-ELEVATIONS PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS •1-STORY RESIDENCE - DIM. DIMENSIOK REF. REFRIGERATOR PG D3-PRODUCT APPROVAL LISTING •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES DISP. OF. DR. DISPOSAL DEEP DOOR RM. ROOM R.O. ROUGH OPENING S.C. SOIRICOREEXTDR PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: D.S. DTL. D.W. EA. DOWNSPOUT DETAIL EACH DISHWASHER EACH S.D. SMOKE DETECTOR S.H SHEET NC sUr SHEET srrrxc. SHEATHING PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED SQ ITT CALC �S LIVM 1612 Sa FT GARAGE 432 SFT. ly. ROLAND A. ABOUCHACRA ELEV. ELEVATION SHWR. SHOWER EQ. EQUAL. SIM. SIMILAR FXH. EXHAUST SL SLIDING PG WA6—WALL ASSEMBLY DETAILS AR No. 93723 ENTRY M ba FT. LAW 96 96L FT FXT. F.GJFX. F.G EXTERIOR FIXED GLASS FUEL GAS SL. GL SLIDING GLASS STD. STANDARD SWS SHEAR WALL. A.B. DESIGN GROUP, INC. TOTAL 223E Sa FT FIN. FLR FINISH FLOM SECTION TEMP. TEMPFREDGLASS 1441 NORTH RONALD REAGAN BLVD. FR°DER. FLUORESCENT RENc DOOR oc. T pcOFCURB LONGWOOD, FLORIDA 32750 FIG. GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB Tel: (407) 774-6078 GAR. DLSP. G.F.I. GARBAGE DISPOSAL GROUND T.O. TYPICAL U.N.O. UNLESS NOTED Fax: (407) 774-4078 GL, GYP.BD. -FAULT CIRCUIT INTERRUPTER G GYPSUM UM BOARD OTHERWISE V.P. VAPORPRGDF W. WASHER STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS H.B. HOSEBM W/ WITH H.C. HOLLOW CORE WD. WOOD HDR. HEADER WOW. WINDOW HOT. OR ITT HEIGHT W/H WATER HEATER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INSUL WT. L V. LUM. M.C. INSULATION INTERIOR LAVATORY LUMINOUS MEDICINE CABINET W.I. WROUGHT IRON PG S1.2-DOWEL PLAN S2—LI DETAILS PG S—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS THE THE BUILDER ASSUMES ALL LABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET)ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROTECT 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. PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.iB—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRRTE_NfDRAWN FORMS IN A TBIBI.Y MANNER. AB DESIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUIIDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwsbdmWigroup.com L AA A: 0003325 , Z 0 Q a 1BUDDIV. at LOT: SILVERADO LOT #11 BLK. #7 P11t0JECT# 04128.002-11071 MODEL 4EAB "1672- ARIA" GARAGE XVnNG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B f� F'PRINTDw 1/17/19 BCALE: 1/4"=f-O" DHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCENTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61b EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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 R301.212. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE MATH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICALFOR 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MN. RIGID ON-METALUC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %4NCH GYPSUM BOARD OR EQUIVALENT. Sn 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3-O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TMOER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2w4 E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUMAREA SHALL BE 8 FT .SQ. PLLOMIM 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 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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. EXTERM WALL COVE10106 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 RNNHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,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-1D63-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11AAND R703.7. TM RESISTANT 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. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMNISTRAT10N SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT 114CLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) alp i- - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdesigngroup.wm AA #: 0003325 h w 0 w 0 a W 0 SunDIV. at LAT SILVERADO LOT #11 BLK. #7 PROJIDCTip 04128.002-11071 MODEL.• 4EAB "1672- ARIA" GARAGE SWINO: RIGHT PACE: GENERAL NOTES 150 MPH EXP. B PRmT 1/17 mg DATE: SCALE: 1/4'=V-0" SHEET GN (2) 3052-SH l2) 3052-SH a _IWOa v-------------�-- 9 m I I umm B'-B' cLG m 5 W m t t t I DIlVaVG W-SVCLG. Berms B'-S LLc% 1 (2) 9052-8H ? 03 in 0 I74 3'-8. 3'-10' 3'-4' 3'-10' m 1� 0 GRT WM gP.Ae N i i 9 i II • d� O I I • �d) I wiC , 8' S' OL& ?@ I�/ � E C. — IR-IBFI e 9 I 111 > 8.'B, CLG. m 4'-4' , e -- l� BMU3 B'-B' CIA ,st€ac+ m .D Fi m �� I $ I 0. BATH LAV. 8'-8' CIA LAV. v i0 a 3.gH =_==�� 5WWR, PAN LAUN. — — — � a �?N� ro I ti�lu B 11 I= V_v CLG. O a` -1 I ATTIC ATTIC I L-Ar.GF$FLJ Ri IQr I I BOLLARD AS REa R-1644 ------ I I C. a -- PER BLDG. CODE pOYER F-B' Q.G. B GARAGE W-V CL& a W/ 36'X10' TRANS. M.T. BDRM#2 HB W-V CLG. b' 3'-10' m ENTRY (2) 3052-SH *- V-8' G.G. lk IL SS TRGH - - - - - - - - - SQ.FT. CALC. S LIVING 1612 80. FT. GARAGE 432 Ea FT. ENTRY 36 Sa FT. LANAI S6 80. FT. TOTAL 22M Sa FT. Cq/01B1i AID OlADpp ■D L0A0� BA/C ND EPOYE R1R i IECOID OIATR Qlll� Sam ZME 1f01lN W" IBIMg� MX WINDOW 10 g 24/-33 CRITERIA EXTERIOR SUWS Is g 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-2S CRITERIA 16010 O.W.D. 112 5 20.4/-22.1 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=H, 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 RIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OGNMOLDWEVJ0 c �* BL. TOP PLATE 0 in BAR DETAIL A SCALE: I/2'•1'-0' VARIES LI o ARCH DTL. (,)ARCH 1/2 . I'-C' FLOOR PLAN SCALE: 114' . I'-C' NOTE, -2-8 LOUV. 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 OPENWGS BETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 ww .abdmigngmup.wm L AA 8: 0003325 h 0 w 0 aul wiv ac LOT SILVERADO LOT #11 BLK. #7 PROJWT/p 04128.002-11071 HoDEL: 4EAB 1672— ARIA" GARAGE SWMG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B L AR NO 03723 J Dw� 1/17/19 aCALE: 1/4"=1'-O" ai so" Al LAP SIDING AS SPECIFIED (TYP.) 4' FREIZE BAND(TYPJ ' 6' TRIM BOARD ITYPJ --/-IS'-S' BLDCs. HGT. SHNGLE ROOF 6' RAISED BAND 4' RAISED BAND omooRATivi -4, SHUTTER 4' RAdSED ` — ----- II �� ��� ��� ���I�■ - Fill Elm ill III III ME 11 a� IN moll FRONT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 I�6 �1 I "P1 I II 0'-0' FIN. FLRl V-S' BRG. HGT. OFF RIDGE VENT OFF RIDGE VENT NEAOFATRc = 2235 SQ FT. YET FREEVENn1A110N AREA REW RED = 1/300 EgUIRED VENTILATION AREA = 2235/3M = 7.45 AENTIIAMON AREA XSQ INCHES PER FT. (144) = ID72.8 SQ IN. 14IN-REQUREDVENTIIATION = .5X 1072A N UPPER PORTION OFATRC 2FF RIDGEVENTILATON AREA US SQ IN. PERVENT 5364 /115 MAIL#OF VENTSREQURED = Ur" WAL 0OF VENTSPROVIDED = 5 'AREA OF ATRC 15 TIE PEUMI TFR OF THE HOUSE, LESS THE O V BHNN D (FXIEUOROF WALLTO DMOROF WALL, NO OVERW WGSINCLUDED[ 11'13, 1-3n- NGT. _ OFF RIDGE T \ 12 6 I TYP.1:1 El I < v r r F El FIN. FLR I I__________ _______ 0'-O'FIN. FLR MIN. 4' GRADE _ MIN. 4 GRADE - V El -------------- ...... ...... ...... ...... LEFT ELEVATION SCALE: 1/4 • V-0- TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 " 1'-0' TEXTURED FINISH P_0• 48 I ITll II REAR ELEVATION SCALE: 1/4 . V-V TEXTURED FINISH 0'-0' N. FLR MIN. 4' GRADE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774-4078 ww .andesigngmup.DDm 11- AA #: 0003325 q W 0 g 0 eR 9 [PROJ=Tip tMDIV & LiOT SILVERADO LOT #11 BLK. #7 04128.002-11071 MODEL: 4EAB 1672- ARIA" OARAOE STUNG: RIGHT PAGE: ELEVATION "C" 150 MPH EXP. B A. N Dw� 1/17/19 $CALF: 1/4"=1'-0" Siimm A2C ELECTRICAL LEGTEND DEGCRIPTIONARD SWITCH SWITCH OUTCHR SWITCHUTTON I NNECT TOSTAT RECEPTACLE (125v/20-AMP E POLE) UPLEX RECEPTACLE UPLEX RECEPTACLE (EQUIPPED ROUND FAULT PTER/TAPPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR W4TERPROCFKaFI CEPTACLE (GROUND FAULT RIIPTER) IOV QUADPLEX RECEPTACLE ® IOv DUPLEX RECEPTACLE (FLOOR TED) 20v RECEPTACLE l4 WIRE CTOR) OUNTED LIGHT G MOUNTED L0NT NT L*WT LIGHT SCONCE PRE -WIRE AN WITH LKaHT (I CFM PER 5GL FTJ LIGHT FIXTURE B LIGHT FIXTURE 1C=4 15 LIGHT FIXTURE ACK LKaHTM LIGHT WITH FULL CRAM CARPET LIGHT UORESCENT LIGHT (RECESSED) LUORESCENT LIGHT (8UI!'ACE ) L,ArlFLUORESCENT LKsHT (RECESSED) O CESS LIGHT HT (VAPOR PROOF) NTED LIGFIT WITH J-BOX N 140M. PANEL (FIELD VERIFY Ltl- METER (FIELD VERIFT L MOUNTED) ING MOUNTED) D FAN PER SQ. FTJ R (CEILING MOUNTED) XOF- MONOXIDE DETECTOR NOTES, • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED 4 HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY GRCUIT. • GFI 4 )BLAND (NOT ON KITCHEN 0RCUR) • DISHWASHER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST FAN TO NAVE MIN. CAPACITY 01 50 GFM NTN!'TITTENT PER TABB LE M01A OF FBCR bTH EDITION • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT ORCUIT-NTERUPPTER PROTECTION FOR PER804-E1- CN FEEDERB) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(BX2) •ALL RECEPTACLE TO BE TAMPER-RES18TAKT TYPE . ALL LAMPS Suer L wa BFLErrcn BY wuLnFo AND 1&% OF LIGHTMG MUST BE ENERGY EFFICIENT TYFE PER FJSG ENERGY CONBERVdTION (RE8ID0-TIAL ENERGY EPPICIENCY) 20M bth EDITION R404U _ COACH - - - - LIGHT ELECTRICAL PLAN SCALE: 1/4' . P-0' I���r��lllllllllllll�0 0 ®m000m mm�OmO 1®oo�mo 0 moor--�E�o o mao� s�SEEN Imo m mMEM m ci--©steam ©oU® orIzInSEEN 0 �m 1����_sa SEEN Ioo�mllsl© o�a,>_oom _ m 0 0 GEEEEEEG PROVIDE 9 1/0 CU, hNLN • 1% CI) IN 2' CCNDUIT OR 3 -4/0 AL, TWWN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE DOFPIT 4 OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBMAT. SERVICE B0 AMP DISCONNECT SWITCH AND IM/240 VOLT GENERAL NOTES: M ELECTRIC METER N IFHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL HE'1A 3R ENC- PANEL WITH ELECTRICAL PROVISIONS OF THE FBCR I&W EDITION C2011)- LOCAL CODES, AND ALL LOCAL POWER COMPANY REOUIREMENTS.1 R ALL CONDUCTORS SHALL BE TYPE THHNRHAIN UNLESS I NOTED OTHERWISE. POWER COMPA TRANSFORMER PROVIDE BO AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) M 1-IR" DIA SCHEDULE B0 PVC CONDUIT OR PROVIDE 3 �2/0 ALUMINUM (AL) IN Y' DIA SCHEDULE BO PVC CONDUIT UPLE86 SERVICE b PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. TES SERVICECAME TE"DION ) SERVICE I I I llr=IENTRANCE 13N EM"'MT E6UIFFENT INTERSYSTEM BONDMG TERMINAL AT LOW VOLTAGE CONNECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS CF THE FMICR &U4 EDITION (2am). 5W DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 ww .ebdesigngmup.mm AA #: 0003325 V fq y. 0 O av>aDiv ae :Aoa� SILVERADO LOT #11 BLK. #7 PROJECT# 04128.002-11071 MODEL 4EAB 1672- ARIA" GARAGE SWUM: RIGHT PAGE: ELECTRICAL PLAN 150 MPH E'. B a DA 1/17/19 SCALE: 1/4"=1'-0" BIIE= E1 1�2' KTR 2 KITCHEN I \ �,C1 IR' INK Wi AUTO VENT 2' 1 2' V.TR I TUB I LAV IIR' K4 1/2' Y-----�—r I �. 3 IIR �1 I IR' r' 3' i I WASHER 1 LA I I LAV. I 3 �RU R I CO. TO MAIN 3 4' PLUMBING RISER PLUMBING PLAN SCALE: 1/4 . 1•-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%: 407-774-4078 w .abdmkgngroup.wm L AA 8: 0003325 y 64 O C a 'suBD"v. ac LOT: S ILVElU0 LOT #11 BLK. #7 PROJECT# 04128.002-11071 MODEL 4EAB "1672-ARIA" OARAGE BVIING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B akl.,A AR NO W723 DA 1/17/19 aCAL C: 1/4"=1'-0" 8*fEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER I'M. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IBM CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $6&L ISE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 61*14 EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIREAMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL 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. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRSIK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT SI PASS-THRU AIR GRILL NOTEa ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAPCONS WIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T 1 AIR RETURN SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAB 'BXI V4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES CONDENSER UNIT AIR HANDLER L CONNECTION TO PAD EXTERIOR WALL I• 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION U".2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSI.W BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUSPEC (I)FLOOR SLAB CLEAN -OUT (TYP ) FIN. GRADE OR PAVING SEE SPEC. I'-WXB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP ) MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 WWw.abde igngmupmm AA 8: 0003325 d h m 8 b W 0 J iL sUBDIV. at LOT: S ILVERADO LOT #11 BLK. #7 PROJECT# 04128.002-11071 MODEL' 4EAB "1672- ARIA" GARAGE 9VM90: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B ND A AR N DamT A'M 1/17/19 SCALE: 1/4"=1'-O" will= M1 2X4 TOP PLATE R FLR PRE-FAS TRUSS 1/2' CLCs BOARD VJ' DRYWALL 1 • 1 2X4 WOOD STUDS 024' OC, FIN. FILM TIONS SUPPORTING HUNG PLUMBING ZES AND WALL IETS SHALL BE NOT THAN 2x4, UA-IERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 1 TYP. INT. WALL (NON—BRG.) D7 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJ.1 CN I}' O.S.B. SHEATHING OR k rDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYR OA .5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION ---R-4J INSULATION L WINDOW ATTACHMENT AS PER MANUFACTURES � SPECIFICATIONS r /—REFERENCE / STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.G. v cm 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR.; 9. .a n W/ WINDOW OPENING H FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' O.SJ5. SHEATHM OR;' CDX PLYWOOD SEC $F£D PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FILM TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES I .@ TO LESS THAN 412, A (1)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE, 3/4'•I'-D' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE Iv, OR ASTM D 6151 u Ve (2)GAS LINE THRU BLOCK erus, vr.r•r FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.L1 ON A' O.SB. SHEATHING OR k GDX PLYUDOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENG. GABLE TR188f VEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-1--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR0 8' CMU ' 014 Woad .TANS FWR F MPVc T vinm:.7l6 oynsaAo 000w ATwOVAL Rki � TwACx rpoK DY OWE" FASTHIED TO xa DUCK ORAa1QT0 Ploom Wl MOM= AFPRDVAL RIO. s GARAGE DOOR JAMBS D1 51—ALE: 1 1/2'. I'-0' 2x BLOCKING BETUEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9055.IJ ON I}' O.S.B. STIFFBAC-K AT ALL UPRIGHTS SHEATHING OR k COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG UD. TRUSS TYP. MTL. DRIP EDGE O.H. PER ELEVATION 2x FASCIA PER /// ELEVATIONS GONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS J/ VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TIN" PER ELEVATION WEEP SCREED S/S' GYPSU IM BOARD OR 14' 2x P.T. SECJJRED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT UNDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENGE STRUCTURAL Ix2 P.T. FURRING 8TRIPS 0 24' O.G. 1/2' GYP. ILL. BD. , CMU i— WOOD BASE n W/ WINDOW OPENING B TYR WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL VSCALE, 3/4'.I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdaaigngmup.mm 6.AA A: 0003325 g Al Q U 0 W 0 SUDDIV. Ac LAT: SILVERADO LOT #11 BLK. #7 p PPtOJECT 04128.002-11071 HODE1. 4EAB "1672— ARIA" CiARAOm' SrRNC: RIGHT PACE: DETAILS 150 MPH EXP. B A DAT& 1/17/19 SCALE: 1/4'=1'—O" SHEET D1 .00 A-BOLT6 4' EMSEDM W MN. EVENLY FROM FLOOR TO W/ CUT NAIL6. SIDE& 2X6 GARAGE DOOR BOOK WV (9) ® VW A -BOLTS 4' W45EDMEW MN. W/ 2W)4 WASHER AND MR SPACED EVOLY FROM BOOR TO GARAGE DOOR HOR N JONT6 PRIOR TO FILLw- 1-2X& Pr BLOCK 6 CENTER OF Bi DOOR HEADER WKI)Jl'XS' J-BOLTS 4' EMBEDMENT W/ 2W'N6' WASHER AND NUT. IN INOTE6, I Bi r ALL ANCHORS SMALL BE N AOI--ORDANCE TO MANUFAP111ROM INSTALLATION NSTRICTIONS UI-ERE GARAGE DOOR. T BUCK ATTACHMENT tcAu. w'.r� 8' CMU $' DRYWALL I'X4' OR VXT' P.T. NAILER ❑ IX4 P.T. OR % k4' MIN. SECURE THRU FRAME 4 EXTEND I A' INTO BLOCK W/ *6' TAPCONS (MN. SHANK SIZE J45 MIN. HEAD SIZE -100 MIN. EMBEDMENT I -YIN' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING \`DOOR CASINGS `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO HIAC +3 4 OR +5 4 A SCALE: 1-0.5. 2X4: m SECURE TO BLOCK W/ Y.' TAPCANB OR (MIN. SHANK SIZE 148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 W3. O.G. MAX SPACING. 2Xins SECURE TO BLOCK W/U-%' TAPCONS(MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END t 8' IS' O.G. MAX SPACING. Y). 2X6 ® � I'X SECURE TO BLOCK W/2-�(6' TAPCONS CAM. SHANK SIZE .145 MIN HEAD SIZE 300 DOO MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 M CMU DRYWALL 4. OR PX2' P.T. NAILER OOR CASING R JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. IS =. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4") DOOR JAMB TO BLOCK +1-1/2 ADNDOW TO BLOCK +1-1/2" ALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X WOC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6> SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL V.- TAPCONS TAPCON MIN. 1 Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 , CMU MN. EMBEDMENT I Yi) )s• DRYWALL WITHIN S' OF EACH END 4 10' O.C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X&: ❑ SECURE TO BLOCK W/2-%, )W O.S.B. X 4' MIN TAPCONS (MIN SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 V ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15 18" /1 N11(DOTF TO BACK +1-15/ 8" C SCALE: NTJ3. 2X4:m SECURE TO BLOCK W/ V TAPCONS (MIN SHAK SIZE J45 MN. HEAD SIZE 300 MN. EMBEDMENT I A') WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X IW O.C. MAX SPACING. MIDST BE ON OUTSIDE 4 2X6cw SECURED T14ROLJGW SECURE TO BLOCK W/U-%' NON-STRUCTURAL V.' TAPCONS TAPCON MIN I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8• cm WITHIN 8' OF EACH END 4 YJ' DRYWALL 18' OC. MAX SPACING. 2XS® ❑ 1'X4' OR I'> P.T. NAILER SECURE TTo BLOCK W/U-Y., CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Ys') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' OC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +2 1 4" RDIDOI/ TO BLOCK +2 1 4" u E: N.T.S. 2X4= SECURE TO BLOCK W/ 4)(6' TAPCCNS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi): WITHIN a" OF EACH END 4 STRUCTURAL 2X OC. MAX BPACI VNG. MUST BE ON OUTSIDE 4 CS SECURED THROUGH ECURE TO BLOCK W/2'v.'NON-STRUCTURAL t(6' SECURE TAPCON MIN. I-Ys' (MIN. (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Yi) V DRYWALL WITHIN 8' OF EACH END 4 •X4' OR VX2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2XS� SECURE TO BLOCK WV2-'N6' TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 1W =JAMIS MIN. EMBEDMENT I A-) OR WINDOW WITHIN 8' OF EACH END 4 ATTACH t0 2k PER I8' O.G. MAX SPACING. MANUFACTURES DETAILS. N0,6MM Y N®O 10 RYi JYf fD0 Mf DOIm XJ DOOR JAMB TO BLACK +3" RTjnrV E SCALE: N.T.& 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE US MIN. HEAD SITE 300 MIN. EMBEDMENT IYi ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 SECURED THROUGH SECURE To BLOCK W/2-%, NON-sTRUCTURAL �(6 TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4- J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MINI. EMBEDMENT I Yi) 8' OF EACH END t 8• CM Yi• DRYWALL IS' O.C. MAX SPACING. ❑ I'X4' OR I'X2- P.T. NAILER SECURE SECURE TO ROCK W/U-'X6' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)ITd WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 i' TO 8' O.C. MAX MIN. EMBEDMENT IYi) OOR CASING WITHIN W OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2k PER MANUFACTURES DETAILS. NOTE- SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" F' 9GALE: KT . l TO BLOCK + 2X4= SECURE TO BLOCK W//4 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 YV NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE N&' OC. MAX SPACING. SECURED THROUGH 2XG, ® NON-STRUCTURAL i(6' SECURE TO BLOCK UUI-1/4' TAPCON MIN. I-Yi TAPNS( CAMN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Yi) • WITHIN 8' OF EACH END 4 DRYWALL IB' O.C. MAX SPACING. i'X4' OR I'X2' P.T. NAILER 2X8� ❑ SECURE TO BLOCK L114-1/4' 36' O.SB. X 4' MIN. TAPCONS (MN. SHANK SIZE J45 CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER Is. O.G. MAX SPACING. MANUFACTURES DETAILS. eIOR. YtN Y 1®tp 10!\1rf.AMf too HFi fo1Lt� Y) DOOR JAMB TO BLOCK +3-7/18" WINDOI TO BLACK +3-7 8" G SCALE: N.TJ'.. 2X4:m SECURE TO BLOCK Wuxi TAPCONS (MIR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4•) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xi� SECURED THROUGH SECURE TO BLOCK WJ/1-I/4- NON-STRUCTURAL V TAPCONS TAPCCN MIN. WKK (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') s' CM WITHIN 8' OF EACH END 4 1S DRYWALL IS' O.C. MAX SPACING. ❑ 1'X4. OR I'X2' P.T. NAILER 2X8s� SECURE TO BLOCK W/I-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE, 914IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3 3/4" H '1IHJD01f TO BLACK +3 3 4" E: N.T . W" s 6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.mm AA#: 0003325 h b 10 0 `O eF C avaanr ae LOT., SILVERADO LOT #11 BLK. #7 PROJECT4/ 04128.002-11071 MODEL' 4EAB 1672- ARIA" GAPAGE OWDM: RIGHT PAGE: DETAILS %150 MPH EXP. B fKkAM a AROUCHACPA L AR NO W= J Dw� 1/17/19 aCALM 1/4"=1'-0" aiISET D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 172342 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12029.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SUDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 1526CI PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2029 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 152795 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR W31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107582 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 131922 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 23265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4303.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR W31/2020 FL 7006.4 BCO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w .abdmtgngmupmm AA#: 0003325 y 8 r4 0 0 sLJSDIV. as IAT: SILVERADO LOT #11 BLK. #7 PROJECTjv 04128.002-11071 KODEL 4EAB "1672-ARIA" OARAOR swnNG: RIGHT PAcs: PRODUCT APPROVAL LISTING %150 MPH EXP. B l � 1 Dw� 1/17/19 sCALM 1/4"=1'-0" sHEET D3 FRFFOR'ED CONTROL JOINT FLAMM OF CONTROL JOINTS Td BE UIRED TIED TO LATH • S' 04. MAX (VERTJ. MOM, DO NOT FASTEN C40NTROL JONT TO UTALL EVEN F STUD EXISTS ND BEYOEXCEPTSTAPLES UP/ %AMAY BE USEDCONTROL JOINT TE17R. DURING INSTALLATION —� P•ASTo"M TO BE SPAC r o. Tux vERtnC,4LLY / i• THICK 3 COAT CEMENT PLASTER WPM LAYER'2. PORTFIBER SUILDNS PAPER APPROVED PETAL LATH FASTENED -1' (VERTJ OZ. MAX AT SUPPORTS VARD LAYER'L STUCCO I RAP IUOOD SMEATMNG. :' To !• LATH SMALL NOT mr nrtL on CCNTINUOUS v To s• MR P• ro s• TNFWUGW CONTROL JOINT$ BUT BNALL nN BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 eLotxNG. PER ASTM CI063 PLACED PLAT MAX 6' TO •• TJ014 \ FROM CONTROL JOINT W1EN CONTROL JOINT FALLS ON STRUCTURAL STUD ASTENERB FOR LATH TO BE NAILS Opti STAPLES IN COMPLIANCE UV ASIM CI063 2. HIRE TIES TO BE (NO. IS) 004T8' HIRE 3. BLOCKING SHOW MAY BE IN ADDITIpy \ TO WALL STUDS REQBRED PER PLAN / OLICLDNWMRD.PI.A ®traL Q O L PI.A IN1141p . d L CPSAY . PT.. 1 MEAN • PT, c iIINOL! IRtNONINS—/ IMP ItID IM eAA9lM 3'. ®TURD w• mrLm WAIIMS RWC.,** ALL ILYlE14 04 MAX OL FCLO PAWID . PL A i ala4a . Pi. e FOLD 4 0 OL N111R7 . PL A 2.41mYI • PT. R 4ICLD R. C o sR Pi. 6 Nil PI. c Taucmft EQrtw IiA110E 0 PLAws 'L'"'" WTp! T161R MALL POLD. QQ tKa an. 3 COAT co -ow nTRA1!). yr ] COLT BUILDING PAPER (1RNY'R ONLY) PAWA RIRAP APPROVED SUILDNG I RAP SMALL BE LAPPED A MNIfM OF 6' • VEmncAL LIPS (ROLL ENDS) 4 6' • HORIZONTAL LAP& ALL SEAt3 NEED TO BE TAPED UNTM FORTIBER 86EAlU M TAPE 11 / r MN LIP . IETAL Lanz \ �iC x x X LATH VERTICAL LAP TO SE I' n non ' METAL LAIN I I RS LAYER 9, STUCCO URAP 'YNHP RL LOW Y / I YItB LAYER'S, FORTFOE7111 �BUILDRYa PAPER I 2 BCALEr I IR••I'-o• Q KICKOUT TIL-1TP A TT � I rpL i � I wTALL ICIO{gR RAMN7 AT EOiT01•t 0Itlt1P . RMLL NTw)ECTILRY pL BR, W W& (I )tl /CEO CR r rm unI LAP. 4' OKI ALL LAP SLAPS OF METAL PLASTER 9LASE6 SMALL BE SECURED TO FRAT•G MEMBERS, THEY SMALL DE TIED BETWEEN SUPPORTS WTM 0E43-IK (LZ-MM) HIRE AT INTERVALS NOT MORE THMU 5' (225-M•O. AS PER ASTM C1063 UAL FOR REPAIR OP TEARS N WM LAYERS, TEARS MAY BE PATCHED WA40UM WRAP TAPE PER MAMF. SPEC. OR PEEL 4 STICK WOOD SIEATI BWLDI PA." 6TUCC i' THICK 3 COAT CM IER PLASTER METAL, LATH WPM LAYER %, FORTFBER BUILDNS PAPER WRIS LAYER -1, STUCCO WRAP WOOD SMEATMNS WOOD SWEATW[Ws OR CM WRE1 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ��ALL SCREEDSCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) c CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS cJ "L" FLASHING N.T.S. HIRAP MATERIAL) OVER APPROVED NOISE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OP / SELF-ADFERNS ME IbRAME —J PLASHM STEP N INSTALL FASTENERS (CLIPS. STRAPS. STAPLES) AS — RECURED TO BECIARE PPE/ HIRE TO PRIMING I PE T cl TT• 6. 6 .6' SELP-ADMERNS MEMBRANE FLASMNS (COMPATINA UI/ MOUSE HIfAP MATERIAL) OVER 4*uU• SELF-ADMERNS MEMBRANE FLASNNS OVER APPROVED HOUSE WRAP. TLASHNf i0 EXfEMD ONTO PIPE CT�c ` C)T AND OVERLAP ONE SIDE Q STEP 02 GASNN6ERNS MEMBAE R Wlm LAYER -L STUCCO HIRAP HIM LAYER 7, FORTFBER SUILD04 PAPER METAL LATH 61", MAP-ADNERNG. MC IMM44B FLASMNS OVER 4SM' SELF-ADNERNS MEMBRANE FLASHING OVER A'1''IROVED MOUSE WRAP. R-AKING TO EXTEfb OiTO PIPE MOUSE Ihn TO UR =dIP. EXTE SID ONTO PIPE W COW. BEAD OP SEALANT INSTALL APPROVED MOUBEHIRAP AR ►FILTRATION BAIIEER OVER SMEATHNG. ELASTOPERIC COATING. OVER STUCCO/ C.V. FINMM (SEE TYP "L SECTIDU SECT ION PER SECTION RM.7 EISEIRTIHISUUow 1116161*10 Extewr f portMrd cemL,r pdper hell comply with Me.ppk.,b- requre . W ASTM C 92612A I-tell.ton of a#.mr letting and f...V shell comply with ASTM C 1063-12A TION DET LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDINGS PAPER) METAL LATH STUCCO i It x—x—x—x SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q- YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 y M 14 C Q F IP ulwiv. a ironSILVERADO LOT #11 BLK. #7 nom=T/ 04128.002-11071 bgODELe 4EAB "1672- ARIA" GARAGE SwDao: RIGHT PAoa: WALL ASSEMBLY DETAILS 150 MPH EXP. B s DA1/17/1s SCALE 1/4"=1'-0" SilsaT WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2_ SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO 15E TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLA,LL 81DES. Y1 CAULKING a JOINT PER SECTION R703.7 ExhWw IeOigand�ro Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92E12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. URB LAYER 9, STUCCO WRAP .'-..�N 1x" HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - - - - BUILDING PAPER) METAL LATH X—X—X—x STUCCO SELF-ADHESIVE FLASHING - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANF. SPECS.) BUILDING PAPER — INDER 'QUICK FLASH' CUT OPENING IN APPROVED NOUSEWRAP FOR BOX INSTALLATION WOOD CONSTRUCTION a' CM v WOW SHEATHING BARB LAYER 9, STUCCO WRAP IURB LAYER 4, FOR IFISER BUILDING PAPER METAL LATH 1/6, TEXTURED FINISH • WOOD -FASTEN TO UIOOD STRUCTURAL ?' F R • 1. O.C. MAX 3W TO K' MID -WALL WIZE-Ill L2E yEEn 6' UADE STRIP SELF AO4ESNE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASOfNR1' HORIZONTAL WEEP SCREED (FRAME TO BLOCK UIRB LAYER'I, STUCCO WRAP CUT 'X' INTO _' VENT PENETRATION WRB LAYER 9, SELF-AD44ERM A STUCCO WRAP MEMBRANE FLASHING SCALE, NTS. I I vp_� ELEC. METEF VERIFY LO fal¢ra Iv I�CG.=IVL STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ""— " 'Y' 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING APPROVED HOUSEURAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOK APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP #3 APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WEB LAYER 9 8' STEP #2 APPLY 60 MIN GRADE GRADE 'D' FELT OVER SELF-AD44ERNG FLASHING OVER APROVED WOUSEWRAP ,. WRB LAYER 9, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER'2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) 2 METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngro up.wrn AA M: 0003325 e y b O 0 V4 ci SvsD><v 41e LOT SILVERADO LOT #11 BLK. #7 PROJECT# 04128.002-11071 1[ODZT • 4EAB "1672- ARIA" CARACE 11111 : RIGHT PACE: WALL ASSEMBLY DETAILS %150 MPH EXP. B A D 7M 1/17/19 1SCA* M 1/4"=1'-0" sDIMW WA2 LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING A '1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesWtg_up._ AA #: 0003325 N V �V 0 a C a aumly , LOT: SILVERADO LOT #11 BLK. #7 Pnon=T/F 04128.002-11071 1[ODEL 4EAB 1672- ARIA" 0AXAGE sMNG. RIGHT PAOr. WALL ASSEMBLY DETAILS 150 MPH EXP. B A FORD"DA= 1/17/19 SC,"M 1/4"=1'-0' arici�aT WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIPISER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD 614EAT14 NO OEATHM RESISTIVE BARRIER -4 / i _ UER IRESISTIVE WI %ALAP L GOING / / � \ i' SELF-ADNERm / FLABNING WSELF-FLASHING t _ � � �U' WEATHERER RESISTIVE BARMSTARTER &TRIP / \ -Z UZATNER RESISTIVE BARRIER 4 gfi� an�� ..y •' SELF-ADNERWG I _ / FLASNWG — � dw4LV O METAL GALV'D METAL 'Z' FLASNlYi Z' FLASFIK's IUIraOxDSNALATED TRIM MEMBER _ / =&' WILLLLATEDER i SEAL GAP UUCALLKING OR APPROVED SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abde igngroup.com AA #: 0003325 N ra O O O • L 'iTSDIV. AC IA'm SILVERADO LOT #11 BLK. #7 PROJ=Tjp 04128.002-11071 MODEL 4EAB 1672- ARIA" GARAGE 81WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B Rbi*V a ABOtItWACRA �AR NO 93MNO 93M DF-PMA NT 1/17/19 acAUM 1/4"=1'-0" ai1EET WA4 \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE f 1` 1/8' TEXTURED FINISH 0 WOOD I 1/2' TEXTURED FINISH ® CMU J METAL FASCIA \� WRAP Ye" FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1 1/9' TEXTURED FINISH • WOOD, IA' TEXTURED . FINISH • CMU x ' METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x ] OR GMU x x x x x x URB LAYER 4, i- — STUCCO URAPMRAME ONLY) UIRB LAYER 4, FORTIFIBER 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: BUILDING PAPER x x x x x x x x x x x x x FRAME OR GMU (FltAM ONLY) 2X6 Sue BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELL PAPER DRIP EDGE x. x x x x x x x x x,--. _ DRIP EDGE x x x x x x x x (REFERENCE POINT * � C�j O FLAN �l METAL Iclac OUT x x x x ONLY FOR WALL OFF SET OF COMPONENTS) PROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1 �1/8' TEXTURED FINISH e \�\ s JWOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/1'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®ELEVATION gPLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/121d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WN¢'x4' NOTCH g END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL (& WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING 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 WA'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ,9 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWigmup.eom AA #: 0003325 h Oa V b 0 h 0 E a w W 0 S aUDDIV ac 1AT: SILVERADO LOT #11 BLK. #7 PROJMT# 04128.002-11071 MODRU 4EAB 1672— ARIA" GARAGE STIMO: RIGHT PACE: WALL ASSEMBLY DETAILS: SUB —BAND %150 MPH EXP. B a DATE:1/17/19 aCALM 1/4"=1'-0" allEET WA6 J EXTEND SLAB 1 12" a y FM-12X12 ^ ' FM-12X18 4" CONC. I� SLAB IN m LL ILL LFF-24X24 m +312 a b 9,$" FM-12X18 1 I I I i .I I� I o, o' + TOP OF I 4 I SLAB 1"PVC CHASE tXY FOR ELEC. I II ISLAND al I 1.1 � It2 I� I ILL I I " 19 -0" Sp aQ 2 '. 3 0O a a I EXTEND 4'PVC SLA811/2" �\CHASE — — — — LE-1— 5 12 'ONC. LSLAB I M v ,1 TOP OF I V I SLAB a XTEND O SLAB 1 1/2 4" CONC'SLAB,_4. 8I6�-31_ JFM-.12 2.1y-712YMC-12X18 —FM_12X18 FMC-12X18 FM-12X18 — — 12 U FOUNDATION PLAN SCALE: 1/4" = 1'-0' U FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 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 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWYDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.07NDICATED #5 BAR, E4DICATES #6 BAR, INDICATES #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 ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm= 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR VWWM1 SIZE. INSPECTOR NOTE: i. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx6 W1.4xW1.40VER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 17 CONTINUOUS 18" - (2)#S. (+)0-0" FMC-1Z08 17, CONTINUOUS 19, - (2)#5's - VARIES F-24x24 24" 24" 12, (2)#5's (2)#5's _ (-)0'.4" FM-12x12 17' CONTINUOUS IT - (2)#5's (-)a4' TE-1 8" SEE PLAN 1. - (1) #Fs _ U-T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 WwW.abdesigngroupxom AA #: 0003325 h d 0 W C a t o SVHDIV. ec LOT" SILVERADO LOT #11 BLK. #7 P1 onwT:1: 04128.002-11071 KODSL: 4EAB 1672- ARIA" CAPACE swwo: RIGHT PACE: FOUNDATION PLAN 150 MPH EXP. B D TM 1/17/19 SCALE: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING IV Z -- STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q R STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �•• • T_ a } SPACING REQUIREMENTS O >_ SPACING REQUIREMENTS v_ O Q W W U N �T�._..' .r:�_ • GARAGE DOOR RECESS m — K y ¢ FM •.. D N - 2 8" CMU WALL O 8" CMU WALL • CORNER BARS, SAME SIZE AS BAR W W 8' O m • •I IN FOUNDATION WITH XT LEG EACH w = 'd ' WAY AT ALL CHANGES DIRECTIONS 10 TOP OF SLAB •I I CONTINUOUS .. • —_ MATCH AMOUNT OF CONTINUOUS BARS . •I CURB FOR • EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4"CHAMFER(iSTORY) #3 18' .... ' EXT. PORCH SLAB 1 //�. - ARIES alj • - TOP OF GARAC� SEE SLAB SCHEDULE I� I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE - 7;O- MASONRY TSNRY 1 SET AT ELEV: W/ 1t2 ISIXATION JOINT (WHERE 8" CHAMFER (2STORY) #4 24 W/ 1/2" ISOLATION•-' 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ..' APPLICABLE) z —SEE SCHEDULE #5 3P JOINT (WHERE. •' a EE SCHEDULE d. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE #6 36" APPLICABLE) Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE (EAST AND BAR QUANTITY � AND BAR QUANTITY 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 1 BCALE:34"=1'-P' 2 SCALE: @ GARAGE CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-P' 4 SCALE: 3/4"=1'-P' W W J 2" CAPPED iL > N NEW REINF. 84R GALVANIZED PIPE W/FLANGE @ BASE O d SECURED W/2-PART a g I EPDXY. MIN. EMBED Q 8", UNO - =p FOLLOW ALL MANF. K SPECIFICATIONSFOR N Q USE AND I SECURE FLANGE TO 1- PREPARATION OF v SLAB W/(4) 1/4" X 2 1/4" TAPCONS HOLE. Z W cr e� fCHAMFER (I-STORY) 6CHAMFER (2-STORY) ��� BOLLARD ADDING BAR TO SCALE: 3/4"=1'-P' MONOLITHIC FOUNDATION 6 SCAT-1-1 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z as or rr t mw U � J a p N 8" CMU WALL M p {y TOP OF SLAB I T' SSEE SLAB SCHEDULE i z 'ISOLATED" COLUMN PAD CENTERED UNDER WALL AND ��F POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD SCALE: 3/4"=1'-P' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w .abdesigngroup.com L AA 5: 0003325 m� pi V 0 W O �ee C 1 C DAT ., 1/17/19 aKEW st.1A DOWEL PLAN SCALE: 1l4" = V-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.mm AA *: 0003325 Z g 03 03 0 a 0 Fs 9 sunDiv. Ag LOT•. SILVERADO LOT #11 BLK. #7 PROJECT# 04128.002-11071 MODEL: 4EAB 1672- ARIA" GARAGE STOOFG: RIGHT PACE: DOWEL PLAN 150 MPH EXP. B RPl D a CPA. L AR No M J DATIM 1/17/19 SCALE: 1/4"=1'-0" BMEM S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK GROUTED SOND BEAM rr- I J, VARIES PER ELEV. z °I p CLEAN OUT REQUIRED FOR INSPECTION m TIEVERTICAL REBAR c 3 TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA > #4 24" 0U #6 3@' HORIZONTAUVERTICAL (D-7REINFORCING #5 BARS 0 m.1 8° E I c Jr� QCMU UNIT DIMENSIONS ARE NOMINAL SIZES O� 3 MASONRY SYMBOLS SCALE: 3/4"=1'-Q' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdealgngroup.wm AA #: 0003325 ah O d O S%MDM a LOT SILVERADO LOT #11 BLK. #7 PROJECT# 04128.002-11071 MODES.: 4EAB "1672-ARIA" GARAGE 811 MC: RIGHT PACE: DETAILS 150 MPH EXP. B r A. CRA AR NO DATE: 1/17/19 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WV (9)10d x 110 HOG NAILS. SMALL JACKS <9' MAY BE NAILED WW (10)d x 1 IQ' HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PTTO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .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 �BC�IPn. REMARK D (2)2X8 BEAM SCHEDULE EZZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH /T.O.S= TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (P-) W;.H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 6.9 (1)#5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR W PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT TYPE NM r1AI rnas I 4Prro I am= 004w 1 Ewa was LENGTH 94" (4r) PRECAST 2ZH W4r (41M PRECAST Im 4'$ (14-) PRECAST 1608 84' 04-) PRECAST 1217 5'-10' (M PRECAST 1082 V4' (7W) PRECAST we T4' (W') PRECAST 743 " (112) PRECAST 564 194" (12S) PRECAST 475 11W (198') PRECAST 382 174' (144-) PRECAST 997 19'4' (180') PRWABT 208 14'4' (16n PRECAST 270 W4' (17r) PRE81 NA I" (1S4-) PRESTO N.R. 1T4' PM PRE NA 184' Mn PIESIIEM N.R. W-0 Mill PRE NA 274" 041 FRS N.R. 24'4' — P1ES1REIM Nit =- =- =� . O�OOOOm. DOmOm�m moovoov OD�Om�� 0m00�00 0©DOD©0 ®0000m m©00000 Im©ovoo m©0000v Im©000Q-�-! �0�00�0 0��0000 00©�0�0 000©000 00�0000 000000v ©000000 0�000�0 ©©©=��0 0mEmu=z= 000�000 �00�0�0 �000000 E=z0 �O00®m=z© "0ommoLm is I >m I ao I 4M I ✓M I I= (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -AU-VALUESTAM FROM'SAFE LOAD TABLES' BY CASTCREIE W1Y2D15 EDITION -ALL PREGST PRODUCTSARE TOE INSTALLED PERMANUFACTIRES SPECFIGI SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6.6. SAFo GOAD tFAIIII&MN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH LENGTH 74' (4r) PRECAST 1025 1M4 ,BBB 74' AM PRECAST C4r (4r) PRECAST 765 769 1300 4"-0' (41M PRECAST 4'4' On PRECAST S92 M 10n C-r ON) PRECAST 8-C (8I') PRECAST 411 411 746 B4' (On PRECAST 9--10• (M PRECAST 340 330 619 S-1P CM PRECAST B4' (TV) PRECAST 5W 721 40D lr-r (W) PRECAST T4' On PRECAST 421 j 994 951 j T4' On PRECAST P4' (112-) PRECAST 926 1 512 290 0'4' mr) PRECAST 10'4' (12r) PRECAST 264 401 18D 10-r (126') PRECAST 11'4' (19n PRECAST 28D 452 154 117W (131M PRECAST 174' (14n PRWAST 264 402 IS? 17-M (140 PREIJIBT IV-4- (IOn PRECAST 217 334 110 1" (118n PRECAST 14'4' (16n PRECAST 206 28.1 100 W-W (161f) PRECAST W-W (176) PREffna m K.R. 294 61 W-V (17n PR661Rmmm 1B4' (18n PRFSTRessm NA 250 89 I" (18n PRESRESSM 17W (2 n PFEFn E96® N.R 194 64 1T4' ROn PRESINESSED I9W Mn PREBTFESM NA 140 52 184' mn PRF81trCr� 21W Will PRESTRESSED NA 126 42 21W Will PRE 274' CIM PRESIMMM NA 118 40 27-7 (16n PRESTRESSED W-W Mr) PRE MMM NA I Al 7M 2f4' Fn pmmmmm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR -PRECAST PRDWJC78 BYOT EAB TO MEET OR EXCMVMM STAIM A - PROVIDE►MBMIM COF SEAW G PAST EACH SM OF MRIDOW OPENING PRO DUCT CONTROL NOTICE OF ACCEPTANCE F.E.OP. CORPORATIONCASTE.CTE DIVISION ACCEPTANCE #: 1"126.03 F- -- 7 �� - - - - - - - - —�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ♦ 8F16-t TIOMXIB 8F18-1 TI 8F16-1TA)MOB 1 ♦♦♦ ♦ , 1 1 ♦♦' ♦ 1 j 1 1� ♦ 1 Im ♦♦ e j 1 LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8,-8", UNO. 1 �♦ SRF14- 1 ♦ 1T/0M/OI I 1 1 1 ♦♦ 1 1 1 1 1 1 ♦♦ 1 1 1 1 ♦ 1 8F1B-1T/OMMB 1 1 1 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mm AA N: 0003325 N m 2 4 d F BiJHDIV. de IAT: SILVERADO LOT #11 BLK" #7 PRO"MT111 04128.002-11071 MODEL: 4EAB "1672- ARIA" 7MAR,AOE BWMWG. RIGHT PAGE: LIFT BEAM PLAN AND NOTES %150 MPH EXP. B D w. 1/17/19 aCALE: 1/4"=1'-0"' ar1EET kIII s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VW10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 31-1'-11 NOTES TO THE INSPECTOR/CONTRACTOR TYP VW' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BA IN LINTEL. �(V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND 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. 85n6' jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTELTHE BOTTOM BOND BEAM O� / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED- THE STEEL 1#5 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL A J'�Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.,k POS 8x16 DBL BOND TOP OF BEAM W/(1)KSBA BOND BEAM • �VQ� 6 EACH COURSE ,r 8x8 BOND BEAM TOP OF �OQ�G�\rV A(1)#5 BA .y: BOND BEAM F = FILLED W/GROUT .�" N U UNFILLED GROUT SOLID FROM TOP yd�Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE R SEE NOTE 5 A a Q 16-1 T/ 1 ✓ LINTEL W1 8x8 PRE -CAST CONCRETE NOMINAL �� LENGTH O(FBAR=WIDTH OF MASONRY ae HEIGHT BODBEA C OPENING-2 BEAM DESIGNATION BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0' THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REfER AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP io OF OPENING PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH ND AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x5 (MIN 2 X 3) 23/16 TAPCON +3 1{4" PRE -CAST iV OR DRIVE PIN (MIN SHANK WINDON SIZE.145 MIN HEAD SIZE.3W SILL MIN EMBEDMENT 11/4')6' - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" m EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8•• FROM EACH ND AND SECURE TO SHEATHING WH 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT 7116" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION 4 N ARCHWAY FRAMING DETAIL SCALE' 712'=1'-0 00 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX:407-774-4078 www.abdwWkgmup.wm L AA #: 0003325 , h w 0 O a DA� 1/17/ 99 8C.U.M 1/4"=1'-0" 15191= S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WY (9)10d x 1 12" HDG NAILS. SMALL JACKS <W MAY BE NAILED VW (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P81336, .177" " x 2 7/8" LONG, WITH WASHER Q 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: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYSAND 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. 1-PLY G: 496 LBS U:-145LBS 1-PLY G: 671 LBS U:-317 LBS 1-PLY G: 677 LBS U: -390 LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. FRAMING PLAN SCALE: 1/4" = 1'-0" FLY G: 2032 LBS U:-1280 LBS G: 2013 LBS U:-1006LBS 1-PLY G: 1569 LBS U: -897 LBS • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 WwW.abdmWngmup.eom AA N: 0003325 h 3 O w O aUNDiV. at LOT SILVERADO LOT #11 BLK" #7 PROJECT# 04128.002-11071 MODEL" 4EAB "1672- ARIA" GARAGE DMING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP- 1;i ' - - DATE, 1/17/19 aCA=: 1/4"=1'-0" atIEET s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOFAWALL/FLOOR 1/4 TO SHEATHING TRUSSANDO z21/4" TRUSSHTWMA D (4) FASTENER SCHEDULE" TAPCONS TO CONT ON A-(1)USP HTA78 TRUSS ANCHOR WITH (8) POURED LINTEL 10dz11/1"TOTRUSS. FL#17680 - B-(2) USP HTA16 TRUSS ANCHOR WITH (9) # 1900 UPLIFT (2) USP 10dx 11/2" TO TRUSS EA STRAP. FL#17680 HTWM20 INSTALLEDON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OPPOSITE FACES OF OVER TRUSS (NOT SHONM) BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" . 1x2, 2x WOOD FASCIA TAPCONS TO CONT CONTINUOUS BOND BEAM SEE ARCHITECTURAL POURED LINTEL 2x SECURED W/ (31) 16d GALV. COMMON NAILS. ENGINEERED WOW ix2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 72' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A AVOWABLE UPLIFT = U:1870 LBS, L:770LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TAP CONS MIN. 7' COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b SC1E MISPLACED EMBEDDED TRUSS ANCHOR �"•_'-° GIRDER CONNECTORS) 3 6CALE:3/4"=,•-a' 12) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 72d , EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0'-0" TO 30'-0- (7) "X' BRACE 30'-t" TO 60'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (t) "X" BRACE @ CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TOM P.T. PLATE W/ 12d's 6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2.4 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 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114-D OLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/3 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 >5/6" 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 NOTEQUIVALENTTO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fi AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5`D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 12"=1'-0" SQALE:y4'=1'-a L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w zbde Wngroup.com AA #: 0003325 h o� U W O 4 [al SUDDIV. & LOT SILVERADO LOT #11 BLK. #7 PIiOlECT* 04128.002-11071 MODEI: 4EAB "1672- ARIA" GARAGE SWMWO: RIGHT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-(1" O.C. (AT a PRE-ENG'O WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 FOR STRAPPING 0 VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W Z' WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX SECURE GABLE T02x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/(2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abde oigroup.wm L AA A: 0003325 OJ m ra O C �e C aysazv ae L07 SILVERADO LOT #11 BLK. #7 PlloJECTfp 04128.002-11071 woaar.: 4EAB 1672- ARIA" OARAGa awixo: RIGHT PARE: DETAILS 150 MPH EXP. B Dw� 1/17/19 aCAI.E: 1/4"=1'-0" aiiaaT S3.1B (2) 2X4 Not SYP D44G. 2x6 OUTLOOKER @ 24" O.C. BRACE W/ (3) 12d 0 EA SECURED W/ USP RT16A TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) -r BRACE (1) "X" BRACE (M CENTER PRE-ENG GABLE TRUSS (2)"X" BRACE DIVIDED EQUALLY STIFFBACKA7 ALL FROM CENTER TO END. UPRIGHTS OVER R-10" HIC41 (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA CONNECTION PER Li SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERED Wl70D SIDE VIEW GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12" or AND APPROVAL SECURED W/ (2)12d% MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED 1 6CALE: 3/4•'=,'-a' W/HIP RETURN ., %1 VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWigroup.com AA #: 0003325 h pN 4 SaW O O SILVERADO LOT #11 BLK. #7 PROJECTIP 04128.002-11071 MODET, 4EAB 1672- ARIA" GARAGE SWENG: RIGHT PAGE: DETAILS 150 MPH EXP. B w RDDP F A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 1798PSF ((2798) P. ZONE3 333 53 "'-O"END ) ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +_ 0.18 ROOF DUWftAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.8. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN R OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN.LENGTH MIN.DIA SHANK TENSILESTR. SHANK 8d RING SHANK 212" 0, 12T 170,000 RING (16-20 RINGS SCREW SWANK PER INCH) 8d SCREW SHANK 2 If7 0. 12T PNEUMATIC SCREW-NNLS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TCOL ASSOCIATION (ISANTA) ESR-1539 oOERIOR SHEET HIM USE 1/2" COX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TO & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. . Z ❑ z J (7 LL Y Z Z t U J O- z Z . m Y i ' • to z m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2FRAMING SPACES AT EACH END. RAFTER TRUSS ROOF SHEATHING mmm�� 11 BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE BID FRAMM CBd RING SHANK GUN NAILS �6"0.C. IN FIELD. - TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0 &B. TO BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS 12, O.C. IN FIELD or 8d x 2 10 SCREW SRANK PNEUMATIC SCREW -NAILS @ 12' 0.C�ILJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, 681 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530AWASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE 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 TIE4)OVVN4. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-ONGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND DESIGN LOADS: ROOF: LIVE LOAD FLOOR: UVELOAD 40 psf 20 psf TOP CHORD iwncorl--t 10 psf BTM CHORD +wncroncu—t DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf d ASPHALT SHINGLES) (10 psf W! No GYPCRETE) 10 psf BTM CHORD 5 psF BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: I OPsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED=1d0 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IDS SHDP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED W THOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WEITING BY THE ARGHTECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OVvNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHMCAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE 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 BE MADE BY THE GEO-TECH- ENGINEER. CONCRETE CONCRETE SHALL ACHIEVE MIN MUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,5DO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONCRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, LATH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T N-PROS TO THE ADDITION OF PLASDCJZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C640R MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MOTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MOTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL SETHE RESPONsGUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE LOTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUDATIMY. B FOR CONCRETE EXPOSED TO EARTH AID/CIR WEATHER 1-11Y FOR #5 AND SIMMER T FOR #6 AND LPR(;8t C. FOR CONCRETE NOT E700SED TO WEATHER 3/4- FOR SLABS WALLS AND JOISTS 1-112"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE3W.. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE D0'OsmTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BECHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARNG WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb =1100 PSI ANDA MODULUS OF PROVIDE 64aL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMSWEI#DHRALLSAOSONGft01#DWFHE #DICATBI ON POLYETHYLENETRIER MTPPE ELASTICITY = 1,4DO,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PROVIDES. SHAMS LAPPED 61NCHET ND ENIDWTH PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL TO RETENTION DTETRAHEDRAL FORAA-WORK: CORROBORATE (DOT). WOOD FOR STRUCTURAL USETHATSHALLBETREATMENT, BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OFO.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMAAORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING pftOV10E SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON TNIF TYPE OF CONSTRIIC.TION THIF SF ITFMS SOMF OR AI I MAY RF RFOI9RFD RITARF RY OTHFRR SYP #Z WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS.MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-O- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BEASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 3O' #7 BAR - 42' PROVIDE 36'x 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE 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, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTEDAWOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOPAND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY' PROV DE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OFTHE PLAN SHOWING COMPONENT LAYOUT SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM" " ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF S" TO 10'. USE ONLY MECHANICAL VIBRATION , INSTALL CONNECTORS" BY USE, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE ^SIZE ^AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLI NED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-6N, GRADE 8 Py = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 W, TUBE AND PIPE COLUMNS SHALL BE QONCRETE-FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH 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-THEAUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER NPPl1G11CN SI]E PSPDCAPON SIZE TYPE SPNprID REMHdC9 112'LIXGr> 9 OG ­00 01pc TO,MBDNiYIODNC. SEE DETNL SEE DETNL SEE DETNL SEE OEfNL z rM9�NEVIWI�C® GN2IGE WOR ftlp( TO M49DMr/WNC. SEE DETNL SEE DE— SEE DETNL SEE DErPoL 1 PTBEENDIEA L1+¢Lorz;. L sTncc�ED Wr000Rl FNsral® �nr�oras�M:rKORc METNL smlwro CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS NO WPS4 EA 'TAPOpJ' Fg91ND2 ITOC ItTEMe®. B•EtO DIET„1 EDGEp4T.WA..]< Ni9ON aT 38E0. a'@D QC 'EDGEgST. PT T. sTE�m, ^T•�'N' rD,c Ervo. olsT,, +rz STNiGERED < EDGE par. NOM I S AES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUN PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD RE--. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngmup.wm AA #: 0003325 W q V W O 4 W O �s 9 S><TSDIV. de LOT: SILVERADO LOT #11 BLK. #7 PllOJECTIAE 04128.002-11071 1A:ODEL• 4EAB "1672- ARIA" GARAGE SIFING: RIGHT PAGE: DETAILS 150 MPH EXP. B A. DATE:` 1/17/19 SCALE: 1/4"=1'-O" 1 a SN1 c