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HomeMy WebLinkAbout6878 Wagon Trail StIlk 99 1828 04EBB CAL199_____�' ALL WORK SHALL COMPLY WITH pp,1F fAIUNC CODES FLORIDA AL ELECTRIC" COS ILDING CODE,NATION AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES .Z)Pir �S G� .% � 0�;�~� 12602 TELECOM E:>F 41VE, 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. 6TH 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 �� ALT. AMP. BD CL CAB. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINEL M.T. METALTM HOLD MTD. MOUNTED MTL METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PG Cl—COVER SHEET PG GN— GENERAL NOTES 12602 TELECOM DRIVE -OCCUPANCY - RIM M1A1., GROUP R3 CLG CEILING PROPERTY LINE P.B. PUSHBUTTON PG Al —FLOOR PLAN TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 •CONSTRUCTION TYPE - VB •YDN. INTERIOR F1NI$li - CL!,sS B •BASIC WIND SPEED - Vult=150 MPH asd=116 11PH V •EXPOSURE - B •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CON CONC. CPT. C.I. D. DBL. D.G. DIA. DIM. DISP. DP. DR CLEAR CARPET E CARPET CERAMICIII.E DRY HR DOUBLE DUAL GLAZEU DIAMETER DIMENSION DISPOSAL DEEP DOOR PL PHONE PLY. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAO RADIUS R.A.G. RETURN AIR GRILL REP. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOADCOREEXTDR PG A2D—ELEVATION PG El —ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAS —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA DILL DILL D.W. EA. ELE°. EQ. EXH. DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST SO SMOKEDETECTOROR S.H. SINGLE HUNG SHT. SHEET SHWX SHEATHING SIM SHOWER SL SIMILAR SL SLIDING PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS SQ.FT. CALC.'S u�4N� �g Ste, FT, GARAGE 4� Sa FT. AR No. 93723 ENIRT 16 SQ FT. Lew„ S$ ea FT. EXT, F.GJFX. F.G. EXTERIOR FIXED GLASS FUEL GAS SL. GL SLIDING GLASS STD. STANDARD SWS SHEAR WALL A.B. DESIGN GROUP, INC. TOTAL 2362 Sp, FT FIN. FLR. FINISH FLOOR ESCENT SECTION TEMP. TEMPEREDGLASS 1441 NORTH RONALD REAGAN BLVD. FR FRENCRHDOOR o T.O.C. TO o CURB LONGWOOD, FLORIDA 32750 FIG GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB Tel: (407) 774-6078 GAR. DISP. c.F.L GARBAGE DISPOSAL GROUND -FAULT TYR TYPICAL. U.N.O.UNLESS NOTED Fax: (407) 774-4078 GL GYP . BD. CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE V.P. VAPOR PROOF W. WASFIDt STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT HEADER WDFW WATER HEATER PG S1.2—DOW REVIEW BY BUILDER HOT. OR HT IN wT. LAV. LUM. M.C. H wsucanoN INTERIOR LAVATORY LUMINOUS MEDICINE CABINET WILL WROUGHT L P PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG SS —FRAMING PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORYATIONI TO THE ARCHITECT OR ENGINEER FOR CTARIFI TION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 411 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Ww Labdasigngroupmom AA 8: 0003325 q a 0 a g O avnDiv. at IL107" SILVERADO LOT #14 BLK. #11 PIWJECT/I 04128.002-14111 MODasa 4EBB "1828-CALL" GAIRAGE OVUNG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B DATIM 10/23/16 BCALE: 1/4"=1'-O" SINIEET C1 GENERALNOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 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 R301.21.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED 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 ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 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 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 KM SHEET STEEL V MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: 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 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 %NNCH GYPSUM BOARD OR EQUIVALENT. srtEwaac 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, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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' T■®ER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) 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& WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALL/FLOOR 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. PLRRBLI9 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. EKrEt10R WALL, 0OIIERIN911 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 FIiIENES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, I e" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C106312a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. 3.441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 , w .andesoWoupmm AA 5: 0003325 VJ V m 0 h Q 2 � aysDzv ao z oi► SILVERADO LOT #14 BLK. #11 04128.002-14111 MODEL" 4EBB "1828-CALI" GARAGE 8`1111/ M0. RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B r ARCHITECT ROLAID A. ABOUCH4CRA L AR NO 93723 J F-PRENTDA 10/23/18 acALM 1/4"=1'-0" BIKEET GN SQ.F r. Cj!U. S LIVING 1828 Sa FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI SS SQ. FT. TOTAL 2362 SQ. FT. CWOWIi AND OI ADDM ■C LGADt am MD WON/E FOB S K-Om om OPEWW 8011IE ME 160hrH m" 111811110111 AIDTIPE FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA SGD. MIR 41 5 23/-29 CRITERIA 160,10 O.W.D. I 5 20.4/-22.I BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.=B, MEAN ROOF HT. = IT-0- PRESSURES HAVE BEEN MODIF'IND PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONW&DAI6 DBL. TOP PLATE 0 in BAR DETAIL A SCALE= 1/2'•1' OAA!RCH DTL. E: 1/2 • P-0' FLOOR PLAN SCALE: 1/4' . I'-0' NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-0 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIGESS, SOLID ORHONEYCCMB-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: 407-774-6078 FAX: 407-774-4078 www.a bdasigagroup.wm L AA S: 0003325 g Y W O a h 0 BUBDiv at LW402% SILVERADO LOT #14 BLK. #11 P1tOJECT# 04128.002-14111 KODZI.: 4EBB "1828-CALL" GARAGE Sr/MG: RIGHT PAGE: FLOOR PLAN ARCHITECTS ATATF OF R-QFWA 6A.CJ201 m M No , I 10/23/18 1/4-=1'-O -Al w _ P _ w OR EQUIVALENT "MI ml 4I1IE� .. N COACH LIGHT ■■ .■ I � ■O E FRONT ELEVATION SCALE: V4 = 1'-& TEXTURED FINISH OFF RIDGE VENT I�e I.-m. a IF] MIK 4 FIN. FLR LEFT ELEVATION SCALE: V4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT MIEAOFATIIC = 2354 S%Fr. NET FREE VETIIIATION ARFA REQUIRED 3/3M 'QUIRODVOMILATIDNARFA = 2364/3M = 728 VONTRATION AREA X SO.IMOHt PER".11"1 = U34.72 SO. IN. MIN. MQUIEDVOITILATION = .5X lIX72 IN IPPER PORTION OFATTN: - SH796 SO. IN. DFF RIDffVEwnLATION AREA = 115SO.IN.PERVI T 56736/115 R7TALPOFVENISREQURED = 49357 IOTAIPOF VENIS PIIDYID® 5 'AREA OF ATTIC ISTHE P96MM OFTHE HOl6[ GEM 11EOYNPNNG (EXTERIOR OF WAUTO EXTERIOR OF WALL, NO OVERHANGS INCLUO®) OFF RIDGE VENT 8'-8' 5FLa. HGT. 8'-8' !V. 11-T. BFW.. HGTI'-0• BFi'1. HGT. "ley �� �❑ TYP.Ll ::1 I I v r r 0'-O'FIN. FLR I I _ I I_ 0'-O'FIN.FLR MIN. 4' GRADE MIN. 4' GRADE OFF RIDGE VENT 8'-e' BFFr.. WST* - - --- ----- --- - - -- - - - - - - - - I,_0. F-1 F-1 0'-0' FIN. FLR -------- ------ ------ ------ -------------- ----------- RIGHT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 - P-0' TEXTURED FINISH 2- I v I I I I o 9 I I I DECO. DTL. A SCALE: 1,12 • I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 .. Wabdesigngroup.Dom AA #: 0003325 m r; W 0 O a............... axnSDIV. ac LAT: SILVERADO LOT #14 BLK- #11 PROJWTIV 04128.002-14111 MODZU* 4EBB "1828—CALL" GARAGE SWING' RIGHT PACE: ELEVATION I'D" 150 MPH EXP. B ARCHnri A/ A cxa► AR r10 ��zs DRINT A 10/23/18 SCALM: 1/4"=1'-0" aIiswr A2D 1101IIIIIIIIIII ELECTRICAL LEGEND SYM, DENSCRPTKON � TANDARD SWITCH -W-WAY SWTCH -WAY SUpTCH FMER SWITCH Hg SUTTON b3CONNECT T NERMOSTAT _e NGLE RECEPTACLE (125vA0-AMP INGLE POLE) =0 I®V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (ECUIPPED ITH GROUND FAULT RUPTER/r.MPER RESISTANT TYPE) =0 IOV DUPLEX OUTLET (HALF OF OUTLET mD TO SWTCH) �E YITERPROOFWI (GROUND FAULT 'LEX RECEPTACLE ®XRECEPTACLE t.TEIRUPTER) (FLOOR me PTACLE (4 WRE ) OUNTED LIGHT G MOUNTED LIGHT LIGHT 4*ENT LIGHT CONCE PRE-UNRE AN WITH LIGHT (I CR1 PER SC. FT.) LIGHT FIXTURE 8988 BULB LIGHT FIXTURE AoaDnn SULS LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN { ER CABINET LIGHT ® k4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LIGHT (SURFACE T) Lewl k4' FLUORESCENT LIGHT (RECESSED) • OPECESS LIGHT LIGHT !VAPOR PROOF) OUNTED LIGHT WITH J-SOX . FAN �1 PANEL (FIELD VERIFY N) CICAL METER (FIELD VERIFT ALL MOUNTED) EILING MOUNTED) %..,,..O',.r.,ER OUNTED FAN !I GFT•I PER BQ. FTJ CK ETECTOR (CEILING MOUNTED) MOUNTED)° CUTLET FOR C95URW N JACK -E PORT MOUES:. • LOCATION OF TV JACKS 4 PHONE OUTLETS N FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL NHASITA15LE ROO $ TO BE ARC FAULT PROTECTED PER NEC 210J2(b) • 20 AMP DEDICATED LAU DR1' CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHU4514ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER TABLE M501.4 OF FBCR bTH EDITION (2011) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT•NTERUPPTER PROTECTION FOR PERSCtMEL ON FEEDERS) • WIRING METHOD SHALL BE NUN METALLIC CABLE AS NEC 2014 ARTICLE 30DA(SX2) •ALL RECEPTACLE TO BE TAMPER -RESISTANT . TYPE eMPA AYdI 1 RIF AFI ECTED BY RUI DER AND TS1t OF LIGFITRNdI MI18T BE ENERGY EFFICIENT TYPE PER PMr_ ENERGY CONSERVdTION (RESIDENTIAL ENERGY E"ICENCY) 22MA&h EDITION R404J CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \------------------------------b COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' F 1'-0' YEEL�DY METER LOB. WP Panel MAN -A PANEL: NVIS Apart_ 01wk VMTAOL 120/240V-1 Ph MAR: 150Mp hLCE FEEDER:181C T M&I.A'6Cu(G)Inl 10•C. OR 3-rMALTHVL"&1-A60u(G)Inl I&C. er Fr. r 111m aiaee aaeN err ear rw eNa 1 (80eb Y W• Rle Ia0 1 2 •: x a Fiw la• a a 4 sw Accuw s 2 • 8 PANEL -A PANEL: 42 aL bw2er VOLTAGE 120/2MIV-1M ■RNAW"ML.O. FEEDER:3-4I CuTWM A /-NM Cu(rye h 11R' C. CR 6-=ALTNM S 1-N6 C1(G)M i 1()' C. s Pele r ew o•r oert eAtr r N• r rr en. FC 1 a le• 1 x •M 11np • 2 ! i4 1 a /11ee1 Oi 1® b 4 M 1 a 14�ea 1® a B M• aX"Ibrs a S MO i4 1 a IND i 8 i4 1 a rnFo nw 8 IN IND QR a I Nrz MS 1 a DR fbe 1� 11 1x MO rluell�9i a I a1z i1N 1 to ffY /fYl •LfL Bre•ARI 88a la H •• ow- a 2 •A N Ie®.1ar AFa sm 1s +a FN N . A AFa 8• fx la te• etill"Hi a 1 •z FII 1N AGOAFa 8• 18 a pmr A•1 a 1 i112 M2 a lBNRlDnA1C laa Zt a a a 12m IND r /aYrVWAre AW oee.raorAw a 1N 1 •z 1n4 a a •e weNn lYlewnArex to 4n4 a E x • u N• [v/rt a 1 1nz a • • IN 2 • ANLt s lmAress 505 n a • 48 M u Iua le Aelvrswalc 11eeN ano W lee.•a�uac•r2rslen ABBREVIATIONS: ATa: ARIL FALLTOIaITN1EM3Plai IG IQINIO�MIfA10 il: •Ial10 FALLTIRflAPB1 Twr N4•.rrr 4xx• FIlr 11LW eVLLr 1Wi lee• Yer4Ni TJlee lane LWO CFLCYLATON a BASED ON MCNONLOWIC•ENT LOW nr q"ur.e 14e110ene zaa /a• 1Ms 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTION A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY U ITN ELECTRICAL PROVISIONS OF THE EEQ&.SJH EGIT117tl12110n) LOCAL CODES, AND ALL LOCAL POWER COMPANY REGUIREPFMS. Q ALL CONDUCTORS SMALL BE TYPE T41-N/r" UNLESS NOTED OTHERIUSE. PWER COMPANY TRANSPORVER GRADE PROVIDE Ie0 ATM, 120/240 VOLT. I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 q COPPER ((1U N 1-1/2" CIA SCHEDULE SD PVC CONDUIT OR PROVIDE 3 2/0 ALLMWJM (AL) N 2" VIA SCHEDULE SD PVC CONDUIT UNLESS SERVICE IS PROVIDED DY T1E ELECTRIC COMPANY. GODRDNATE UMT14 THE ELECTRIC CO`PANY PRIOR TO BID. Trrac Fer 7a D.r uc 4eraw/s R. 54 14r1• t M •100% TrrD..r e4NleENov 4 PROVIDE 3-2/0 CU, T WN • RS CU N 2' CONDUIT OR 3 410 AL, TSW • 1•E. CU IN V CLTDIAT. (CO DIRT TO TER-URATE ABOVE SOFFIT • OVERMANGJ CQ'W.TION SERVICE END Al*" DISCGN4ECT BUTCH AND 004240 VOLT M ELECTRIC PETER IN I PHAAfE NBA 3R ENCLOSIIIi MLO PANEL mcm TELEPIMO E SERVICE Ud.E TELEV l ENTRANCE SERVICE ENTRANCE Emlrr iT EaWTlNf INMRSYSTEM DONDNG TERMINAL AT LOW VOLTAGE CONNECTIONS 1 4 OI SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE EBCR &U4 EQQl12c1S�d 5A3" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Ww W.abdesigngroup.com AA S: 0003325 D W q. 0 U W OiL - j- at"wiv. Z TAT SILVERADO LOT #14 BLK. #11 PROJECT# 04128.002-14111 1[ODEL• 4EBB "1828—CALI" GARAGE BVrMG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DA WT 10/23/18 aCALE: 1/4"=1'-0" ar�EET E1 I I I I I I I r I I I I I I � I m 71 73 v I I ----_ --- 1 I • • I�X� L --- � I _0 u I I II I � II I II II 2' VTRWWI Lw 3'-2' IR' AUTO VENT O�4 '+ /' I/' 2- I � r�• Av o L-----� 7LB 2 I LA v ' ?.I/2 LAV F011 I I I I WG 3 3. I I 3' 3 1 1/2 � SHIM II T WASHER 2 co 4 Q, 4 _ TO MAIN Ell PLUMBING RISER DIAGRAM I I PLUMBING PLAN SCALE= 1/4 " 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 www.abdftigngroup.com L AA S: 0003325 •1 V W O W O F WII Bulwiv. Ce LOT. SILVERADO LOT #14 BLK. #11 PROJECT# 04128.002-14111 MODEL. 4EBB "1828-CALL" GARAGE DWING: RIGHT PAGE: PLUMBING PLAN %150 MPH EXP. B • ARCHTECT ROL4W A ASOUCHACRA L AR NO 93M DA 10/23/18 SCALE: 1/4"=1'—O" RDM Slim= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER W.G. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $yALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLE)a CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 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 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 514ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC 6TH 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. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. 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 I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT C/A OUTSIDE AIR 8 THERMOSTAT B PASS-THRU AIR GRILL ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONK. CONDENSER ATTIC W/ !2)-3/I6'X2' TAF'CONS SIMP80N WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM AIR RETURN SECURE STRAP TO UNIT W/ (2) 4'CONCRETE SLAB %X1 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES CONDENSER UNIT AIR HANDLEREXTERIOR N CONNECTION TO PAD WALL 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAN CONK. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY PVC SLEEVE t0 LINES BELOW SLAB ? REFRIGERANT LINES t0 PLATFORM RETURN C0NCENSM UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3011A HVAC DRAINS SCORIATED NICKEL FN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K .UOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAPEC FLOOR SLAB CLEAN -OUT (TYU COUNTERSUNK CD. PLUG m: FIN. GRADE OR PAVING SEE SPEC. I,-8'xa' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (T NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 . I'-0' m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdesigngroup.mm AA B: 0003325 h W y. 0 w 0 ti 8LTISDIV. At L071 SILVERADO LOT #14 BLK. #11 PROJECT# 04128.002-14111 MODEL' 4EBB "1828-CALL" OARAOE $THING* RIGHT PAGE MECHANICJB PLAN 150 MPH EXP. A L AR NO 90723 I Dw10/23/18 SC.%=- 1/4"=1'-0" 8*11= M1 IF 2X4 TOP PLATE PF£-FAB TRUSS V!' GLG BOARD In' DRYWALL --- T`IY 2X4 WOOD STUDS 024' O.c, SLAB FIN. PLR 7 -: UTUUb IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 1b' O.C. OR, NOT LESS THAN 2x&, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'•1'-0' FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSM.1.1 ON J. O.SU3. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' /S' GYPSUM BO OR In' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYR O.H. R-4.1 INSULATION —� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' O.C. V CMU� 1/2' GYP. ILL. BD.---� WOOD BASE 0'-0' FIN. rup- L 4' a- 4' n W/ WINDOW OPENING h FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90S.1.1 ON a' ObE. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9)'-0' FIN. FLR a. B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPE5 2 12 TO LESS THAN 412, A 4 1—STORY HIP BLOCK WALL (2)LAYERUNCERLAYMENTSYSTEM SCALE. 3/4'.I'-C' 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (U LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6751 coot oa euL M row eo L•s .m. 6 2B GAS LINE THRU BLOCK lC.LL6 W.— FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80SJU ON I}' Ohis. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS W WCK 2 ODAT - FCWLA%o G®"QQ in -Sim APm— MplemT TO MAGOMW rimoo:xa ATONAL AQ r MN L EY OTIM SLOE pbom s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG UC. TRIM — CONT. 2x RAT R NI SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION S/S' GYPSUM BOARD OR In' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—// PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. d 8' CP'AU a. .< • .4 n W/ WINDOW OPENING ti R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER ^W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON I' O.S.B. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS \ VENTED SOFFIT \`PRE-ENG. GABLE TRUSS `WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Rii71 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE: 3/4 O-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Wwzbdmigngroup.eom AA B: 0003325 rn m gt" a c a 3UBDIV. to L02% SILVERADO LOT #14 BLK. #11 PIROJECT# 04128.002-14111 MODEL' 4EBB "1828—CALI" GARAGE 3111ILliO: RIGHT PAGE: DETAILS 150 MPH EXP. B APCHITECT: STATE OF FLOtiIDA n qA RO DA rpaurr 10/23I 3CALN. 1/4"=1'-0" 3YIEET D1 IT MK TO 901 \I V 159 WI/ CO NAILS. SIDES= 2X6 GARAGE DOOR DUCK WV (S) ® YIN!' A -DOLTS 4' 010ROPEW MK UY TXl71A "*aft AND NUT SPACED EVENLY PROM FLOOR TO GARAGE DOOR NOR N JONT6 PRIOR TO PILLNG. 1-2X6 Pt DLOCK • CENTER OF IN DOOR 14EADER WKI)A-AS' J-DOLTS 4- EMaEDFENT W) 27G746• UTASHER AND WT. MAM PACTURE" NSTALLATION INSTRUCTIONS WEI•� SUCH NSTROCTIOND ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4GLLW, Wr.r-. CMU DRYWALL 4' OR I'X2' P.T. NAILER SECURE THRIU PRAME 4 EXTEND I Yi INTO BLOCK ❑ W/ 4)(4' TAPCONS (MIN. SHANK SIZE J45 MIK HEAD SIZE 3" MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 18' OJ► MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +3/4 OR +5/4 HIND W TO BLACK +9 OR +5 4 '4 SCALE= KT.S. 2X4:® SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SITE J45 MIK HEAD SITE 300 MIK EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. 2x6:® SECURE TO BLOCK WIJ-V TAPCONS(MIR SANK SIZE 145 MIN. HEAD SIZEDdoO MIN EMBEDMENT 1Y1) WITHIN 8. OF EACH END 4 8' CM 18' OZ. MAX SPACING. 1S' DRYWALL 2x8.® ❑ I'X4' OR DO' P.T. NAILER SECURE TO BLOCK W/2-%. OOR CASING TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Yi)ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE= 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +U-L n 9(DJDOMI TO BLACK +1-1 2" L"J ALE: RT . 2X4m y SECURE TO BLOCK W/ ry' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Yi ) WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X IB' OrC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6» SECURED THROUGH SECURE TO BLOCK W/J-V NCK-STRUCTURAL )6- TAPCON8 TAPCON MIN. 1 Yl (MIN. SHANK SIZE 14S EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Yi) • DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING.J 'X4' OR 1'X2' P.T. NAILER 2XB,cm SECURE TO BLOCK W/2-Y7TAPCONS(MIK SHANKSIZE .145 MIK HEAD SIZE 300MIN. EMBEDMENT IYi) 8' OF EACHEND JMANUFACTURES DETAILS. IS.O.CMAXSPACINGWITHIN . . NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-15 16" 1TDJDOR TO BLACK +1-15/ 6" " SCALE: KTA 2X4= SECURE TO BLOCK W/ 4)(r' TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT IYi) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROWN SECURE TO BLOCK W/2-%' NON-STRUCTURAL 4)(r• TAPCONS TAPCON MIK I Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. FEAD SIZE 300 MIN. EMBEDMENT I YV S• CM0.J WITHIN 8' OF EACH END 4 )1' DRYWALL 18' OG. MAX SPACING. 2XS» ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIK 614AW SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi)—ATTACH TO 2X PER W THIN 8. OF EACH END 4 MANUFACTURES DETAILS. IS' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1 �4" n MLDUDOIW TO BLOCK +2 1/4" E: KT 2X4m SECURE TO BLOCK W/' TAPCONB (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Yi) WITHIN 8" of EACH END 4 NOTE: STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE CN OUTSIDE 4 2X6» SECURED THROUGH SEATO BLOCK W/2-%-NCN-STRUCTURAL VO. TAPCON MIN. 144 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIK HEAD SIZE 3" • CMU MIK EMBEDMENT I Y49 11' DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. ❑ 2xo» SECURE TO BLOCK I=-%' TAPCONS DOOR CASING (MIN. SWANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2k PER 18' O.C. MAX SPACING. MANUFAC, 8 DETAILS. M016 6M M N®C TO rLl�iW f W 1DIOI�X) DOOR JAMB TO BLACK +3" EI\ WBCDO TO BLOCK +3" SCALE: KT.S. 2X4= SECURE TO BLOCK W/ Y.' TAPC0W (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y.") WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' Or- MAX SPACING. MUST ISE ON OUTSIDE 4 2X6s= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL )W TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y♦' .145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIK EMBEDMENT I Yi) 8' OF EACI4 END 8' CM YJ' DRYWALL IS' OG. MAX SPACING. 2X8.® ❑ I'X4' OR I•X2' P.T. NAILER SECURE TO BLOCK WY2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER Jog IWl2)12d WITHIN 8' OF EACH MIK HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIK EMBEDMENT 0'29 OOR CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW ID'Or- MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" F .w K + E. KT 2X4mm SECURE TO BLOCK Wh' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IB' O.G. MAX SPACING. SECURED THROUGH 2X6:1= NON-STRUCTURAL 4W SECURE TO BLOCK W/I-1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 cm MK EMBEDMENT I Yi)WITHIN VOF EACH END 418'O.C. MAX SPACING.❑ 2X842® ��,%=VX2*P.T. NAILER SECURE TO BLOCK WA-1/4' 7(.' OZJ5 X 4' MIN. TAPCONS (MIK SHANK SIZE J45 DOOR OARING MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y4"") DOOR JAMB OR WINDOW WITHIN 8. O= EACH END 4 ATTACH TO 2X PER I6' O.G. MAX 8PACING. MANUFACTURES DETAILS. :wt, w. r NWOWD ro wu�ao� mo wa o®t� DOOR JAMB TO BLACK +3-7/16" MID�71)OR TO LACK +3-7 16" C4 SCALE: KT3. 2X4= SECURE TO BLOCK W//4 TAPCONS (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MIN. EMBEDMENT I Ya') WITHIN e" OF EACH END 4 NOTE, STRUCTURAL 2X IB• Or- MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Yi (MIK SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) 8' cm WITHIN 8. OF EACH END 4 JS' DRYWALL IS• O,G. MAX SPACING. ❑ 1'X4' OR 1'X2' P.T. NAILER 2X8 SECURE TO BLOCK WA 1/4' ' P.T. X 4' MN. TAPCONS CASING (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT IV) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAGH TO 2X PER IS. O.G. MAX SPACING, MANFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" H MLNDOMT TO BLACK +3 3 4' E= N.T . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdwig Voup.wm L AA #: 0003325 k h W O W O Fs 9 aVHDIV. dt LOT: SILVERADO LOT #14 BLK. #11 pno" CT* 04128.002-14111 LM[ODE1, 4EBB "1828-CALI" CARAOE SMINO: RIGHT PACE: DETAILS 150 MPH EXP. B SJ4 F-paATEwT 10/23/18 8CAUD 1/4-=1'-O" s11inn r D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 27325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 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 12/31/2018 FL 12019.1 AMERK:AN 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 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 24253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/20M FL 18240.2 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 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR I V31/2029 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5694.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 107582 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 131922 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 132232 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOAR PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR W32/2018 FL 7006.4 wo SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.2 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WW W.FLORIDABUILDING.ORG CONTROL DATE: 10/04/2018 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdwlgngmup.00m L AA #: 0003325 y b h O y 0 3 BU13DIV. Ac LOT. SILVERADO LOT #14 BLK. #11 PROJECT/ 04128.002-14111 MODEL: 4EBB "1828-CALM' GARAGE BITING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B Ammr-ri-4177-17777� ROL41V A ABOUCHAWA L AR NO 937= J RIrrr DA 10/23/18 SCALE 1/4"=1'-O" 8HEET D3 F7lEFOR`ED CONTROL JOINT FLA M OF CONTROL JOINTS Td DE WIRED TIED TO LATH . S' O.C. MAX NERTJ NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES UY Ili' LEG MAY DE USED TO TEMP. SECURE CONTROL JOINT OURNG INSTALLATION IASTElERS TO DE SPACED--f • T' OG. MAX VERTICALLY J' T14M 3 GOAT CEMENT PLASTER WRB LAYER 4. FORTFIaER DUILDING PAPER APPROVED METAL LATH PASTENED •T' lvCWrJ OD. MAX AT SUPPORTS UM LAYER % STUCCO WRAP IUOOO SMEATNNG LATH SHALL ec cONrlNuou& THROUGH CCTIfF JOINTS BUT 6MA an STOPPED A _ TIED AT EACH SIDE. PROVIDE 2X4 BLOCKINGPER ASTM C1663 PLACED FLAT MAX 6' TO 8 CONTROL 1)014 PROM L JOINTWHEN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS O i / STRUCTURAL STUD STAPT-ES IN C0MMIANC£ UY ASTM CI063 2. WIRE TIES TO BE (VO. D) 004115' WURE /• & ISLOCKING SWOON MAY BE N ADOI7 \ TO WALL STUDS RMCUUMD PER PLAN O' M•' TYPE CONTROL JOINT OLFMP WARD•Pr. A O LIOLD 7.INI0.PT,A ®7 2. aRYW . P.. e rc<D o 'C NOEL APPROVED BUILDING URAP SMALL BE LAPPED A MINIMA OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED UT14 FORrIBER SNEATMNG TAPE / r IN. LAP .FETAL LAM \ I1C X X X ' LATH VERTICAL LAP TO BE I' • ` METAL LAhI URB LAYER 4, STUCCO WRAP 6' FY" PAPER Y / LAYE \ R3ULPNGG PA ER TFIOER/ 2'.t'l SCALE: I IR'.I•.O' ® KICKOUT DETAIL r Far un+ LM,A' WER ILL LAP II I I I Do zm • ng VrAl- SIDE bk2la OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH 0JO410-N (DI-MM) WIFE AT INTERVALS NOT MORE THAN W (229-fMA AS PER ASTM C1063 lAU. FOR REPAIR OF TEARS N WRB LAYERS, TEARS MAY BE PATCEO WFIOUSC WRAP TAPE PER MAMF. SPEC. OR FEEL A STICK TWWA 3 COAT CEMENT PLASTER METAL LATH WPM LAYER Q, FORTFIBER BWLDNG PAPER URB LAYER -1. STUCCO LLRAP WOOD 96EATWNG WOOD STUC SHEATMNG PAYER STUCCO il.ft_611V 0 a 2 :. . D ; 8 0 URAP MATERIAL) OVER APPROVED NOUN WIRAP. PLA6NIN6 TO EXTaJD ONTO IMPS CUT AND OvERLAP ONE SIDE OF SELF-ADFCRNO MEMBRANE FLASHING STEP 01 NSTALL FASTENER& (CLIPS. STRAPS. STAPLES) AS REQUIRED TO SECURE PPE) WIAC TO FRAMING N.T.S. TAIL (FRAME) O L ICLD NIMIO . ® L FAD 7/Lwo • n. A WOOD SHEATHING OR CMU " LWAW-".0 WRB LAYER 01, L asAee . Pr.6 L OeAM . Pr. a STUCCO WRAP (FRAME ONLY) L aW7AUR . n. c FOLD R. C OMB Pt. a ti 7u M. a rams ® 'D`ra Rmm o �' THICK, 3 COAT CEMENT PLASTER, V2'COATftk LEGEND CEMENTTPLASTERLASTER C(CM)) METAL LATH (FRAME ONLY) s oI� o LAP WALL AM OVER R DRAINAGE PLANE (U1R5 ROOF/UJ'TM FLANN w1et11d1f LAYER "I, STUCCO WRAP) WWAL I Dsz tm art.. k THICK 3 COAT CEMENT z >;•xs• 'L• TYPE GONTIM=S WR5 LAYER "2 (FORTIFIBER — • — — • — • — • — �TER oa 2r z GALv. METAL FLASHING IR(CM0 IaElt z (NAIL TO ROOF DECK, NOT BUILDING PAPER) Uwe LAYER BWLDNS PAPER n1RI7IN o Y) �- WALL SHEATHING) WIWe LAYER -L + GAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X STUCCO WRAP(moM OLf) INSTALL WITH ROOF CEMENT LAP LATIM OP OULDINS W%WHM I /� /� �'wL:' STUCCO a+R �' »MLLRA..l4 � I ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING g SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER SECTION �� `�` R-1031.1 / ASTM C-841-09, MIN. 2.5 LSS. PER SQ. YARD (UTILITY OR NOMINAL DREP I00[. eeaAP 3• smLATH DOES NOT MEET SPECIFICATIONS) W,LTIN6.7KHANCLLI.i FAKJA URM 7 f f 7 '""IIINW �"` L FLASHING 5 N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abde igngroupxom AA S: Ooo3325 a V may.. Q C F~. 3UDDIV. ac LOT SILVERADO LOT #14 BLK. #11 PROJECT# 04128.002-14111 MODEL 4EBB '11828-CALM' GARAGE 911IN6: RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ROLAW A ABOUCHACRA L AR NO 93724 D TM 10/23/18 SCALE: 1/4"=1'-0" 8I3EET WA1 BACKER ROD BACKER ROD WRB LAYER -1, 4mY'll5 1kw INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1 E EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM, 2. SIDES. 3, TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 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 ON ALL SIDES. yi CAULKING: a JOINT ALL AROUND PER SECTION R70&7 Eldedor IdMng and pMdadnp Exterior use of Portland cement plaster shall comply With the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. .. ` HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH UPS LAYER V, 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 rO.O SELF-ADHESIVE FLASHING — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHINCs UNIT PREMANUR DRYER VENT CAP (SET IN GONT. SEALANT) SEALANT S TOP A SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — UAALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANLF. SPEC BUILDING PAPER UNDER 'QUICK FLj VENT PENETRATION SCALE. NTS. ELEC. METER FIELD /�OI VERIFY LOCATION / ELEC. METER FIELD I D VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LAFa3ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED NOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHINCs APPROVED HCUSEUIRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER 4, FOWIFIBER BUILDING PAPER METAL LATH WOOD T/S' TEXTURED CONSTRICTION ..y�FINISH a WOOD INIS FASTEN TO WOOD STRUCTURAL MEMBER a l' O.C. MAX a' crIU V TO JP MID -WALL DEEP SCI�ED 6' WIDE STRIP SELF AD*-ESIVE FLASHING, CLEAN -z. MASOPIRT BEFORE APPLYING �- FWSN a MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 8' WRB LAYER 9, STUCCO WRAP CUT 'X' INTO SELF -ADHERING l MEMBRANE FLASHING: APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER 91 STEP 1*1 STEP 02 mmt-T LAYER 01, i� STUCCO WRAP STUCCO STEP #3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP PELFMBIRANE ® FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ;&METAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W Ww.abdeskgngroupmrn AA S: 0003325 e y V 0 O BVHDIV. � LOT: SILVERADO LOT #14 BLK. #11 PROJECT# 04128.002-14111 HODZU 4EBB "1828-CALI" GARAGE 8111aT6: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B r AR09TE- T, 1 1 I ROLAW Al R 10/23/18 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 CORNER BEAD (FASTENER & SPAGlk C- o -I- O.G.) iv CMu % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde Igngroup.mm AA #: 0003325 y V U 0 d 4 'umm a LOT: SILVERADO LOT #14 BLK. #11 PROJECT* 04128.002-14111 MODEL• 4EBB "1828—CALI" GARAGE LAVING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ]DATE: 10/23/18 8CAI-E: 1/4'=V-0' 812ZZT 16. WA3 LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — UKJOD BFEATFIM6 LLEATFER REeIeTIVE 6AIMER'1 i LLESAMT *APEMTNE / \ Y%K eIDNG � Vlal ` PLASWi RM 6'eELl-Ao1EI'mNc, d 1'LA8NN6 .0 �` 1 UEA I R, OSTIVE / \ -` UVATFER REBIeTIVE eTAlF1CR etRIP 6AMWER 4 DO NO: fdJLK on 1 \\ S' r' DELP-ADVIEItNG — - --- \ GALVD PETAL - � - a AL MET 'T c,ALv'c LVO MT z•FLAaNNG . P.• eee � i =eTwED l EMOR \ ` AL GAP UN:.AULKNG \\ / OR APPROYM SEALANT SIDING TO STUCCO ® BLOCK TO FRAME n A TRANSITION a 1441 N. RONALD REAGAN' LONGWOOD, FL 32750 PH: 407-774-2 8 FAX: 407-774-4078 w .abdmiggoup.wm AA 8: 0003325 y 8 0 0 BLJHDIV. a w SILVERADO LOT #14 BLK. #11 PROJECT# 04 28.002-14111 MODZ A 4EBB "1828-CALL" GARAGE BVnNO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B PEW" AT 10/23/18 mcALm 1/4"=1'-0" 8I1RUNT WA4 / i \ T/S' TEXTURED ,. PHSH • WOOD, \ U2'TEXTURED x FINISH • CMU :; . ... . ----- ---- 1 ' 2xb SUB-BANb - -- W/I'x4' NOTCH 0 METAL LATH x x x x x t---- -------------------- — -------- --- . END, WRAPPED IN METAL FASCW WRAP " WOOD SNEATWING x x x x x x 1 I PEEL 4 STICK OR cm i. 1 : U.RB LAYER N, x x x x x x DRIP EDGE l`t STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x I I t UIRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x ; 1— ---------------- ----- + ElUILDMG PAPER FRAME OR CMU ' ` i/8' TEXTURED I tt - ----- (FRAME q�Lr) x x x x x x x x x x x x x FINISH s WOOD t 2X6 sue BAND ROOFM CEMENT x x x x x x x x x x x FELT PAPER t 1 1/2' TEXTURED / t x x x x x x x x x x t i s FINISH ®CMU / tt DRIP EDGE DRIP x x x x x x x x x pRIP EDGE x x x x x x x x t i I ✓ METAL FASCIA t METAL KICK OUT (REFERENCE POINT \ Y8' FROM t * I x x x x x ONLY FOR WALL OFF WRAP STUCCO, 1' FROM tt ©�� I x SET OF COMPONENTS) ---- \\ — WOOD WALL tt , \\` "—EXTERIOR WALL tt e� (FRAME OR CMU) t / \� NOTE: NOTCH FOR 2X(p tt \\ SUB BAND ONLY \\ 1 \� 1 \t ®ELEVATION ®PLAN A —ROOF KICK OUT REMOVED tt FOR CLARITY TROOF DECK (BEYOND) .t 'GOT EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH a CMU \.,! 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 5 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/I2d NAILS 6'-0' O.C. MAX. 2x SUS -BAND Wl%'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL CQ 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 x x x x x x x _ .. .. - .. K x x x x x CZ'� x SUB BAND DETAIL 0 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 W/I0 'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGIIN BLVD. LONGWOOD, FL32750 PH: 407-7745078 FAX: 407-7744078 WWw.abde lgngrouP.wm AA 8: 0003325 a 0 a a SUBDIN. Ae 7.iOT. SILVERADO LOT #14 BLK, #11 PROJECT* 04128.002-14111 HODELA 4EBB "1828-CALL° GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B FOUNDATION NOTES 39'A" 28'-8" '-4" 9'4r 9'-6" 15'-10" T-4" — — FM-12X12 I — — 1 — — — — FM-1-2XI— — — — — — I N „ I� 4" CONC. r N (LL wa SLAB ILL Ow J a * 3 12 1,-p, L -24X24 l I 10 I . 1.1 1 FM-12X18 XTEND 1.1 1 I i SLAB 1 1/7' I I Lz I I D' I I TOP OF - I SLAB c� • I I I ;< LLI I I I Ix .ILL I I ( ' I I I I� I I I 1 4" PVC CHASE TE1 I y;� — "2'-8" -5 112 17'-8" 5 30 I I I I I• I BNO 11/2" 2 )4" CONC. �� m FM-12X18 1. SLAB awl N 3 12 Oa ILL 2 7 12 � I L FM-12X78 J F1.412)('12 FMC-12X18 FM-12X18 FMC-12X18 4 4 .1 .1 10'-2" 3'-10" 2'-6' 16'-0" 2'-8" 21'-4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = i'-0" 3 1.1 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I i.EINDICATED #5 8AR, BHDICATES #6 BAR, EDICATES #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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS I S. 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 0476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM7 SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 601 EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6x6 W1.4—A OVER GENERAL 1 3 1? 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. TO SHORT LONG TEA 8" SEE PLAN 10' - (2)#5's FM-12x12 IT CONTINUOUS 12, - (2)#5% FM-12x18 1T CONTINUOUS 19, - (2)#5's (+)0-0" FM-i6x18 16" CONTINUOUS 18" - (2)#5's + •.p^ FMC-12x18 17, CONTINUOUS 19, - (2)#5% #51N CURB VARIES F-24x24 24" 24'• 17' ( s 2) #ft (_)0'.4^ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W w W.abdwijgngmup.00m L AA #: 0003325 , h O 4 SUDDIV AC LIOT" SILVERADO LOT #14 BLK" #11 PROJECT/# 04128.002-14111 MODEL" 4EBB "1828-CAU" GARAGE SMINCC RIGHT PACE: FOUNDATION PLAN 150 MPH EXP. B r-pptrNT DATIM 10/23/18 SCALE: 1/4"=1"-0" SHEET s1 30" MIN.EACH WAY MONOLITHIC FOOTING } Z STEEL REINFORCING IN GROUTED `z STEEL REINFORCING IN GROUTED •. --- — CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND . a ° ,� } SPACING REQUIREMENTS C1 > �I. SPACING REQUIREMENTS K G °•v P— 1 v 1GARAGE vl•. DOOR Q w m V co W .o.— 1lv. icz RECESS m U d d a, a ..1 v —FM v m 5 m 8" CMU WALL O m 8" CMU WALL v . I CORNER BARS, SAME SIZE AS BAR W W a• O v el FOUNDATION WITH LEG EACH w = M ate• a a' a WAY AT ALL CHANGES IN DIRECTIONS W IN 10 TOP OF SLAB TOP OF SLAB I ..• - SO THAT THE STEEL REINF. IS CONTINUOUS . ` v MATCH AMOUNT OF CONTINUOUS BARS ( •I CURB FOR ° EXT. PORCH SLAB > SEE SLAB SCHEDULE BAR SIZE -4" CHAMFER (iSTORV) #3 .. ^� - ARI SEE SLAB SCHEDULETOP OF GARAGE EXT. PORCH SLAB • II • v. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE � Zpn MASONRY UNITS SET ATELEVW/1/2"ISOLATION^.6" (WHERE 0 4 CHAMFER (2STORY) #4W/ 1/2" ISOLATION 4"HAMFER (i-STORY)JOINT Il •6" CHAMFER (2STORV) Z SEE SCHEDULE #8 N30" JOINT (WHERE APPLICABLE) •! iAPPLICABLE) z 4 EE SCHEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE ' FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO #� ' ��XTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:a4"=1'-0' 2 SCALE:a'4'•=1•-a' @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' W O a I m S NEW REINF. BAR 2"CAPPED O a SECURED W/2-PART a g EPDXY. MIN. EMBED GALVANIZED PIPE Q 8", UNO WIFLANGE @ BASE = O FOLLOW ALL MANF. y SPECIFICATIONS FOR a 4 USE AND F n PREPARATION OF 0 a SECURE FLANGE TO Z HOLE. W Jo SLAB WI(4)1/4"X 21/4" p TAPCONS 0'QO 4" CHAMFER (I -STORY 6" CHAMFER (2STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 6 SCALE: 3/4"=1'-0' SCALE: STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z g as s> �c mW U as m O 8" CMU WALL z TOP OF SLAB SLAB SCHEDULE Z Z �.. . - g I "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND Si--- POURED MONOLITHICALLY WITH „ ------ FOUNDATION AND SLAB 9�.,i:•,.�y',�� SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 SCALE: 3/4"=1'-0' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesWngroup.mm AA #: 0003325 W V O �ee 9 C aUDDIV. dt LOT. SILVERADO LOT #14 BLK. #11 PROJECT# 04128.002-14111 MODE. 4EBB "1828-CALI" GARAGE aTFMO: RIGHT PAGE: DETAILS 150 MPH EXP. B R " 10/23/18 9CALE: 1/4"=1'-0" aiIEET S1.1A DOWEL PLAN SCALE: 1l4" = P-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.eom AA S: 0003325 d N q� U O h O a aVBDIV. do IAT: SILVERADO LOT #14 BLK. #11 Pl onmT# 04128.002-14111 MODal: 4EBB "1828-CALL" GARAGE aWIIIOG: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B D 10/23/18 ac,%Lx- 1/4"=1'-0" atIEET St. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110'HOOK GROUTED BOND BEAM f�0 g a p CLEAN OUT REQUIRED K FOR INSPECTION m a ' U FIN. FLR. a TIE ERTICALREBAR .. TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA Z W > #3 16' #4 24" M L) #5 31. #6 36, #7 47' HORIZONTAUVERTICAL 0 REINFORCING #5 BARS 1 8" El 4 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgMmup.mm AA #: 0003325 4 h �i d 0 O avl wTv ae LoT: SILVERADO LOT #14 BLK. #11 PROJECT/: 04128.002-14111 M ODZIL.: 4EBB "1828-CALL" GA>tAOE awING: RIGHT PACE: DETAILS 150 MPH EXP. B Dw 10/23/18 acALr. 1/4"=1'-0" 8*1EET s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAI6 WV (9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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 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. BEAM SCHEDULE MURM 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 (psi)SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED UIINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD 4610111-6M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH eus 3'4" (42) PRECAST 2231 W-T (48') PRECAST IBIS 4'4' (549 PRECAST ISIS B4' (64") PRECAST 1217 5'--IW (M PRECAST 1012 B4' (+C) Pw"zr III T4' On PRECAST 743 V-C (112') PRECAST 664 IVW (12r) PRECAST srs IV-C (tan PRECAST asx 124" (141-) PRECAST 337 131C (Ig n PRECAST 291 u4' (teen PRECAST 279 u4' U7g7 PREVRESSED NA I" (ion PArralAt m Nit Irs' peel PRWREBSED Nit I" M2•) PRESTRESSED NA 2P4' Mn PREFIIRESSED NA 274' Ge49 PREgRRESSED NA 24'4' PREgnmem 0000�0 O�mOmO 000voov OD®0�0� mm�0000 m�OQ"ODm 0©©00©0 �m00�00 0©00�00 0©OODC:r Cam: m©00000 m©OOOC'1!!�T^ Om�0�00 00000 000000v !00000�� O��m�00 �00��00 0oo0oov '0�0©000 �00�0�00 0�00000 000�0�0 0�0�0�0 000���0 000�0�m 0000000 00�00�0 0000000 00 0000000 KM �000000 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR "ALLVALUES TAKEN FROM'SAFE LOAD TABLES' BY CISTCRETE MAY2015 E DMON •ALL PRECAST PRODUCTS ARE TO BE INSTALM PERMANUFACIIRES SPECIFICATIONS TYPE LENGTH &M B� RGR1 TYPE LENGTH T4' (M PRECAST 1025 1024 110I 3'4' om PREP/ P4' (4S') PRECAST 706 713 1309 4'4' (4n PRECAST 4'4' On PRECUT S12 W 1073 4.4' On PRECUT S-C tSn PRECAST 411 411 745 &W (On PRECAST RAW iR0') PRECAST 340 330 0/6 F4W (70') PRECAST dd (7C) PRECAST W7 721 400 S4' (7C) PRECAST TV NJ PRECAST 424 534 363 T4' (00') PRECAST S< (Im PRECUT 325 512 230 S4" (12) PRBQ-ZT 104' (121M PRECAST 294 401 "D 104' (129) PRECAST 11+4' n3r) PRECAST 210 452 1" 11'-4' (tan PRECAST 12-0' (14n PRECMT 2" 402 IV 124' (14n PRECAST i34' (Ien PRECAST 217 324 111) 17-C (100') PRECAST I" (ten PRECAST 205 203 100 14'4' (1Sn PRECAST 14W (17W) PREFIRENED NA 294 91 M4" (17" PPE$1REM /6W (18n PRWnWM N.R. 260 83 ,er' (+en Pm slow 1714- (28T) PRE NA 194 64 ir-4' POSH PRESTRESSED I" PM PREMOMED N.R. 148 50 10`4' Mn PIS 21'W On PRES(PF8® MR IN 42 mw om PRESTRESS® 22'4' (20n PRESRE90® NA 116 40 274' R6n PR69TRESSED 2C-W PM PRESTREISED NA 01 33 2C4" 08" PREMINMED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR • PRECAST PRODUCT8 BYOTHERS M MEET OR EXCEED VALUES STATED ABOVE -PROW EWRAM4.OF BEARING PAST EACH 8WE OF VONDOWOPEIfq PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONLASTECRETE DMSION ACCEPTANCE #: 1"126.03 s------------------------------------------------------a 1 ♦ 8F16-1T/OMA)B 8F16-lT/0M/0B 8F16-lT/OM/OB 1M5280522288SERREERNM1 `♦♦ , 1 j 1 1 ♦ I 1 i� ♦♦ I 1 I I 1 I I ♦♦ ♦ 1 ♦♦ I I ♦♦ I 1 I ♦♦ 1 1 ♦♦ 1 1 ♦♦♦ , 1 1 ♦Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 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 ml Im 1 1;; 1 LLI ILL 1 °°1 1 1 1 1 1 1 UNO, PROVIDE BB7 WHERE 1 1 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-0", UNO. 1 1 1 1 1 1 1 I I 1 I 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 BRF14 1 1 1 1T/OMDB 1 1 1 1 1 1 1 1 1 1 GT 1 1 r — — — — — — — OE�1IL 4� a------------ 1 1 7.FlIlTI. 1 1 SF28-1T/DM/0B 1 1 1' � �'I' 1 L--------- —IN �����J L------------ ���------------- LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abd"igngmup.wm AA #: 0003325 k Ah 1pi W 0 a O F IC avHDIV. ac LOT: SILVERADO LOT #14 BLK. #11 p1mo"wT1IR 04128.002-14111 MODEL" 4EBB "1828—CALL" GARAGE aMM0. RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B AFX*F ECT: 8TATE Cr- FLORA vJ 4 ORA M NO 93725 D TM 10/23/18 aCALE: 1/4"=1'-0" Is s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6W 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 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 i TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE, TYP. 8N16' jp HELP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL / REINFORCING FOR THE BOTTOM BOND BE IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. - 8x16 DBL BOND TOP OF / GQE'iF' BEAMWI (BOND BAR BOND BEAM • 3d\��� EACH COURSE `r 8xB BOND BEAM T • �OQE�\r W/(1)#5 BAR30"TYPICAL IO F = FILLED W/GROUT �U =UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BONDOF OPENING WIDTH #OF #5'S, R 2ND BOND BEAM COURSE SEE NOTE 5 ETE TE �`\NEO �16-1 T/1 LINTELW/(ts#SARNOMINAL LENGTH OF BAR=WADTHMASONRY HEIGHT # OF R5'S, TOP OPENING-Z'CORNER BOND BEAM COURSE GR BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 8x8PRE-CAST CONCRETTHAT XFXX - 1T/1 M/O8 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) AND XFXX - 1T/OM/OB INDICATESA SINGLE BOND BEAM TO PLAN FOR LOCATION OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT .31 W" 2.6 (MIN 2 X 3) 2-3/16 TAPCON PRE-CAST.a OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" b, SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114' m EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHINGWI 18" O.C. MAX. MIN 1AW MIN. 2-12d PER BILK EA. END VCM.W.' EMBEDMENT 7116" OSB SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL scALE:1 trr=r-a• 5 SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 WwW.abdmigngroup.com L AA 8: 0003325 Ol oV V d O V W O F a 8UHDIV. & Wo SILVERADO LOT #14 BLK. #11 PROJECT# 04128.002-14111 MODZI. 4EBB "1828-CALL" GARAGE SIMIKO: RIGHT PAGE: DETAILS 150 MPH EXP. B F.-F.-F-T-R]U DATE:10/23/18 SCAM- 1/4"=1'-0" Bill= S2.1A IIZI1diII►Eel MOW 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD 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 METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON UNTEL 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-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES 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. 1-PLY G: 496 LBS U:-145LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO RM_ W/ LISP FRAMING PLAN SCALE: 1/4" = 1'-0" 1-PLY U:-1003LBS O: 2294 LEIS 1-PLY U -40 LBS G:135EI LEIS 1-PLY U: 462 LEIS G:ion LBS 1-PLY U:-1030ILBS Q 2DO LBS 1-PLY U: -W LEIS Q 1071 LEIS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 W ww.abdeskgngroupxom AA #: 0003325 J [g- 0 h O F i 1 sulwiv. ae LOT SILVERADO LOT #14 BLK- #11 Pitoi=T# 04128.002-14111 MODEL: 4EBB "1828-CALF" GARAGE afrnr0: RIGHT PACE: FRAMING PLAN 150 MPH EXP. B ROL4 D A. ABOUCNACRA AR NO 937= DA 10/23/18 scALE: 1/4"=1'—O" aHE= S3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 2 1/4•' FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B{2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS tOd x 1 12" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d 70 OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 1.2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1.2 SECURED W/ 10d TRUSSES C 24" CiC, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12. O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1670 LBS, L:710LBS (1 STRAP) TAP CONS MIN. 2' B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2' APART REPAIR OF MULTIPLE TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SCALE 34"=r-a @SjYPICAL 3 G—l—RD—ER CONNECTOR(S) scALE:34=r-a' (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO -.RACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE — SECURE 2x8 PT. PLATE (1).BRACE 0 CENTER TO BILK 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 32.00 MAX PRE-ENG GABLE TRUSS SECURE GABLE T02x6 P.T. PLATE W/ 12d's 6" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10Bs � EACH TRUSS TO BE INSTALLED 10'-0" O C MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 314"=1`°' NOTCH DEPTH 114-0 OLEEDGE >5/6" THE USE OF ALTERNATE MATERIALS MAY BE OLE DIAMETER <215-D SGL. STUD USED SO LONG AS THEY CONFORM TO THE SPAN FOLLOWING ONLY HOLE EDGE >5/e" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 0.1 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5-D DBL. STUD SUBJECT TO F7 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE :112"=1'-a 11 ALTERNATE MATERIALS SCALE:-I=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W ww.abdasigngroup.wm L AA#: 0003325 4 y �p V O 14 0 3 SUBDIV. Ae LAT: SILVERADO LOT #14 BLK- #11 [PROJWT# 04128.002-14111 w0D8L: 4EBB "1828-CALL" GARAGE sWIN0: RIGHT PACE: DETAILS 150 MPH EXP. B ROLNO a L AR NO 93J DRMT w10/23/18 smax: 1/4"=i•-O" slim= S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS V-U' O.C. (AT O PRESS(TY WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) Q 24" O.C. MAX FOR STRAPPING O VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ T WASHER SET IN HIGH STRENGTH EPDXY B" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2.4 SECURED W1(2) 10d's Q EACH TRUSS TO BE INSTALLED @ 10'-0' O.C. MAX GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 314"=V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdwjgngroup.com L AA #: 0003325 h V m O O lit 1 3MmIv. ea LOT: S ILVERAD0 LOT #14 BLK. #11 1ppt0jmcT# 04128.002-14111 1[ODEL• 4EBB "1828-CALL" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B `-AR NO 93723 J F-pRnrrDA 10/23/18 sCAI.E: 1/7 1-0" siIEET S3.1B I,I,yI VTT SPACING (1) AT EACH END �1yji 2x4 BLOCKING BETWEEN TRUSSES V TL AND 6'-0" O.C. MAX (2) 2X4 No.2 SYP DNG. WHERE X-BRACING IS PRESENTAT BRACE W/ (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0.4' TO 30'-0" (1) "X" BRACE 30'-7" TO 60'-0 (3) "X' BRACE "X" BRACE PRE-ENG GABLE TRUSS 1111111j1 11111111 (1) @ CENTER "X" 1111ti (2) BRACE DIVIDED EQUALLY SP KATALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) IIa \ O I PLYWOOD SHEATHING SEE II W "ROOF/WALUFLOOR \ 4 SHEATHING FASTENER SCHEDULE' O SEE TYP, TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS V. NAILS FORREVIEWAT RUN CONT. 2x4SECURED 121 O/C 1T O/C AND APPROVAL SECURED W/ (2) 12d's @ 1(2)12 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE N.T S. 1 W/ HIP RETURN SCALEgo L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w Abdim4ngroup.mm AA #: 0003325 ft 2 O a g O F 3 JXYMIV ac LOT: SILVERADO LOT #14 BLK. #11 PROJECTo 04128.002-14 11 MODEL 4EBB "1828—CALL" GARAGE ST►nrG: RIGHT PAGE: DETAILS %150 MPH EXP. B NO Dww 10/23/18 SCALE: 1/4"=1'-0" 8]fEET S3.1C GAeI£-Ero PROOF ROOF WIND DESIGN PRESSURES N (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =1 Z98 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 CATAGORV: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DNPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" CS B. OR 1/2" COX 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 ad RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad GUN NAILS @ 4" O.C. EDGEWISE ZA BLOCKING ALL PANEL JOINTS INV VOF GABLE ENO. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILESTR. SHANK 8d RINGSHANK 210" 0.120' 170,000 RING SCREW SHANK 116-20 RINGS PER INCH) Bd SCREW SHANK 2 12' OA20' PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1654 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7116" O.S.B. PLY WITH ad RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ad RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND ad RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ad RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING �i' ll�1 ����� 11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END R MINING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD. \ ad RING SHANK GUN NAILS @ 12' O.C. IN FIELD or ad x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.(.�HLJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS 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: FBC4R 2017, 6th EDITION ACI 318-14, BUILDING CODE REOUIREMENT8 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 INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT MERE 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. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SRALL BE SIC. Wow. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31P. ALL WOOD FOR BEAMS, BEARING 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 POLYETHYLENE PROVIDE fi-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALLSIA&SONGROIMJD WF93E INDICATED ON VA OR BARRIER MEMB ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHET ND E PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORMA -WORK SFWLL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOCIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE 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, WU DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM-MRK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS_ MINIMUM NAILING PER F13CR 2017, 661 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 STRUCTU2ALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O- OC, EACH WAY. 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 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS: 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. ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36' 20 psf TOP CHORD non,woun nt #5 BAR - 30' #7 BAR - 42" 10 psf BTM CHORD ---Pt PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 pSf WU ASPHALT SHINGLES) (10 pSf W/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 10 psf BIM CHORD 5 psf BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST W NO UPLIFT: 1 DPsf WALL. BALCONY LIVE LOAD 60 psf WIND: DEAD LOAD SPEED =16D MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IN SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO 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 WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIONI SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN 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 OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTEPFACE SUS CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HSTORCAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N- PRIOR TO THE ADDITION OF P ASNCIZBR CONCRETE SHALL COMPLY WITH ALL THE REQUIREMBM OF ACI 301 AND ASTM C94 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME-STAMIPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX LNRL 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 MNUTES, TIE 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 SFV1L BE ASFOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EMOSEDTO EARTH (FOUNDATION) B FOR CONCRETE EXPOSED TO EMTHMLYORWFATHER 1-12 FOR N5 AND SMALLER T FORA6 AND LARGER C FOR CONCRETE NOT EXPOSEDTOWEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER, MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES` (ACI 5301 ASCE 5UTMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRICTURES AND COMMENTARIESZ AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f m = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6' TO I V', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS 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 AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH 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 = 361ai FOR ANGLES, PLATES, AND WISHAPES. STRUCTURAL TUBING SHALL SE ASTM A500, GRADE B Fy = 46 ksL STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E ORS, Fy =35 I.L TUBE AND PIPE COLUMNS SHALL BE CONCRETE -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-THEHNUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 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 -UPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METALfLATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INOICATI NG ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASEDON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE 1MNDOW AND DOOR BUCK FASTENERS FASTENER MA— APPLICATON sIDE TYPE REM—S RY /CONIC. a OiC DOOSBUO� SEE DETAL SEE DETAL BEE DETAL SEE DETAL SOD,, Exr. coo. x T. SEE NOTES GABE HsaoaED C ?LONG WINDOWDOOBI FASTENED GA GEDooR euuc SEE DETAL SEE DETAL SEE DETAL SEE DETAL WMDOW _ x PT,SEENOTE6 L, +rr LLax,: ` sTAoea,® As ll CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS SWING DOOR BUCK x IT, SEE NOTE (n3N4W NO WASHM TAPCM NE 18'OC 11—MBED. B'@D GIST., f 1I?' EDGEDST. NON. —NO NOOD WALL TO CONO. _ �? E%P,W90N a'EMBED.4-Ero OLT 2f oC DINT., S" EDGEDIST WINWW�CN 0135•PAFx21,B' 9"O'C 4- END. DIST. 1 trz' PTT COL., Y£ El STAGGEtED EDGE OISr. NOT" 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S 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 NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. rOLIP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77 78 FAX: 407-774-4078 www.abdeskMmup.eom AA #: 0003325 h O `O Fe G StTHDIN. !e LOT: SILVERADO LOT #14 BLK. #11 PROnmTIAI 04128.002-14111 MIDDEL 4EBB °1828—CALL" GARAGE ASTNIMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DA 1a/ 18 acwLE: i/a 0" SN1 9