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Home My WebLink About7195 Boxer Round Pl'99 2045-LANTANA99-- I R 1HOR110 FOR: lot 109ie. �e5 IIVV Y N 1 G O� Q �Q• 12602 TELECOM EDRIVE, TAMPA, FL 33637 7el= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .R�pogg�e guynnw�, 1cw& t mAL, SM OV1AM (2M7) . AM ,Alen s��zs ABV. ABOVE LAV. LAVATORY A/C AIRCONDHIONNG LUM. LUMINOUS ADJ. AAOI.TERNABLEATE M.C. MEDICINE CAB T DATE DESCRIPTION /24/19 ADD 150-� ENGDL�LG ARCHITECTURAL SHEET DESCRIPTION OT/24/I9 ADDED OPTIONAL PENDENT L[GNTRLG AT t09'CFL6N DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - IMERL44 GROUP R3 :CONSTRUCTION 'TYPE - VB - •HELL INTERIOR FINISH CLASS B -BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH EXPOSURE - B �I-STORY FENCE _ AMP. BD. CL CAB. CLG. cLR. CONC. CPT. c.T. D. OIL. D.C. AMPERAGE BOARDM.T. CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET DRYER CERAMIC TILE DRYER DO LE DUAL GLAZED MN. M MTD. MTL. ac o.c. PL P.B. PH. PLT. PLYWD. PR MINIMUM METAL THRESHOLD MOUNTED METAL NOT ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG C1—COVER SHEBf PG GN-GENERAL NOTES PG Al -FILER PLAN PG A2D-ELEVATIONS "D" FRONT &REAR PG A3D—ELEVATIONS "D" LEFT & RIGHT PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN 07/24/19 ADDED STONE CAP NOTE ON PNONT ELEVATION 09/30/19 ADDED 150-D Mid ENGINEIM 10/11/19 UPDATED L® LIGHTS PER D.R AORTON 10/25/191 ADDED SEPARATE ELECTRICAL DETADS PER D.R. RORTON 2/04/19 UPDATED 'I'HB 9DD�90N CONVBR3ION FROM USP 09/19/LO ADM 100-C VRDN mmDum -2.-STORY RIMENCE - MAX. HWHT AS PER WCAL AND STATE CODES DIA. DTM. DISP. DP. DR. D.S. DTL. D.W. DIAMETER DIMENSION DISPOSAL DEER DOOR DOWNSPOUT DETAILRO. DISHWASHER P.T. R.RISER RAD. RA.EP. REF. RM. S.C. PRESSURE TREATED RADIUS RETURN FRIGERAIR TORILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISPING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-HALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALC.'S ROLAND A. ABOUCHACRA AR No. 93723 FA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SILT. SHEET EXH. EXHAUST SEW SHEATHING EXT. EXTERIOR SEW SHOWER F.GJFJC. FLYED GLASS SIM. SIMILAR PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. LAVING 204E SQ. FT GARAGE 454 8GL FT. F.G. FIN. FUEL GAS LO SL. L. sm.. SLIDING SLIDING�S �A� 1441 NORTH RONALD REAGAN BLVD. ENTRY 35 Sa Ft. FL WR FLUORESCENT sws SHEAR WALL LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 COVERED LANAI 221 SQ Fr. TOTAL 2,155 SFT. O. F O GA GAR DISP. ENC DOOR GA E GARBAGE DISPOSAL TEMP. T.O . SECTITEMPONGLASS TOPE CURB Fax: (407) 774-4078 G.F.I. GL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS T.O.P. T.O.S. TYP. TOP OF PLATE TOP OFSLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HOLLOW RDR HEADER OGRE W. WASNERR°OF HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABDITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. NT. INTERIOR WDW. W3. WINDOW WROUGHTION PG S2-IJF7' BEAM PLAN PG 32.1A-DETAILS PG S3-FRAM]NG PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION D4 ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-ENTRY DETAILS PG SNl-DETAIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WH I. RESPOND TO ALL WRITTEN RFI'9 IN WRITTEN/DRAWN FORMS Di A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFTe HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON A R 6 N IT EC T S 6 Grou i Ln 41 N. RONALD REAGAN BD LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 wwwabdesWtgroup.com AA /: 0003325 0 ay R 1SUDDIV. de LOT: SILVERADO LOT #2 BLK #18 PROJSCT# 03719.000-02182 Il[ODEL "2045-LoTANII GARAGE 9MI1JO: LEFT PAGE COVER SHEET 150 MEH EXP. B DATE: 8/03/20 DATE - SCALE: 1/4"=1'—O" 81MET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOClA4ENTS 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 WWNDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQURED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHRECT/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 WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSLN I BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 4NCH 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 F INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TRAWR 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: L 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 (TP11.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GLADE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNJALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. & MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBRlli 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 W AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERMOS 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 FETISHES 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, 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 -15A AND R703.7. FEM 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. EXTERIOR CERJNGS 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'I DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND TRAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A R C R IT E C T 8 Grou i n 141 N. RONALD REAGAN 8L1 LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngmup.com AA ii: 0003325 F a q I: ib 0 ti SU131DIV. Se 1GOT: SILVERADO LOT #2 BLK #18 PIioJECTiP 03719.000-02182 MoDELA "2045-LANTANA" GA124aE STIMG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B G A PST 8/03/20 DATE: sCALE: 1/4"=1'-0" SR;EET GN '^1 L�J K 00 0-0 1 2' JI o ally opttttlitttl"oo oltlo onTY i - IS - ;JI'11 - p IS TRAY CL& - TO WAV - o�Itttlo,'o �+�!ololtNtttl,o oltttttl � o BOT. OF- - \ o IS - IS I IN ;1 C rCl i c tOLei - a - 'A- i Wei 00 IN I: - v = - L - o 0 00 / �lolo GMAr -: 0NI- ON on M L O p II'l/ 0 G - - IN - IS 0 i " - -_ �ItNttttlio LE oilttttttLo ollNlo' M M o'I� DR PLAN 4 • I'-0' EXTERIOR MASONRY WALL Blues. HEIGHTS W-4' ERG. RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X6' STUDS . 16, oz. V V2' DRYWALL SQ.FT. CALC.'S LIVING 2" SO. FT. GARAGE 454 Sa FT. ENTRY 35 15a FT. COVERED LANAI 221 $a FT. If TOTAL 2155 Sa FT. 11 FLOOR PLAN NOTES II - ALL DR'ENDIONB ARE FROM FAGS OF 1 %- BLOCK WALL (OR EGGS OF MOM SLAB) To PACE OF WALL STUD UNO. ALL INTERIOR WALLS ARE 3S' UNo. - PRYER VENTED THROUGH ROOF [VTI4U NOT SCREENED. - AIR COMPRESSOR SET ON 44'944' POURED CON- PAD. PAD BEGINS W PROM EDGE OF STRUCTURE. • SEE SFEET ON FOR GENERAL AND STANDARD BU LOW. NOTES. - ALL HADITABLE ROOhIe TO HAVE ARO FANAT GIRLLIT INTERRUPTER - ALL NULL ENWI f' BLOCK INHALES BLLED ETUEEN FICELLS UIITNIOUT OF'ENRKB ARE SHEAR WALL& TILE NICHE TILE NICHE SHALL BE PREFABRICATED M'AV SGUARE L.ATICRETE BY HYDRO BAN. RO. SHALL BE 143' x 143'. BOTTOM SHALL BE INSTALLED AT 54' APP. UNO. SWIM AND SECURE COUNTER TOP ES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN MBAR REINFORCING. BABE C Q 4 BRACKETS AS CA76E - 3 NECESSARY. m� ,BAR DETAIL SCALE:NTS aollraea �In aJioDNo N/u tnADa s>tac ■ao ElwoaalE Foe a sEoao ausls 2oNE tDNRIMOlNB NBWIs m7 NDTTPE WAaE FooTil MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA S,GD. MIN. 41 5 23/-29 CRITERIA 16010 OAD. 112 5 20.1/-22.1 8010 0J1D. 56 5 2L&/-21J BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. F-AlC N IT ECT$1 6 Grown 1441 N. RONALD REAGAN BLVD. LONGaWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA S: 0003325 J d a V O ri Q4 141111 1 j BLJHDIV. de L07: SILVERADO LOT #2 BLK #18 PROJECT# 03719.000-02182 MODEIc 2045—UWANA" GARAGE 81rMG: LEFT PAGE: FLOOR PLAN L15714EXP. B) PRINT 8/03/20 DATE: SCALE: 1/4"=I'-O" 8*=zT Al I8'-0' BLDG. W.T. 14'-2' BR'v. 1-*T. 4 CLG HGT.0 _ _ _ _ _ _ _ ® ENTRY SHINGLE ROOF W-4' BRS. I-*T.4, 5' RAISE D STUCCO BAND(TYP) STONE VENEER ^� s 040' FIN. FLR ml 8 G D W-4' BRG. WW.I0 0'-0' FIN. t!— — CRICKET AREA OF ATTIC - 2755 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA - 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT.(1") = 1322.4 SQ. IN MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .S X 1322A = 66L2 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 661.2 /115 TOTAL# OF VENTS REQUIRED - 5.74957 TOTAL# OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA - 11.736 SO, IN PER LINEAL FOOT = 661.2 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED - 56.3395 LINEAL FT OF SOFFIT VENT REQUIRED 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED) ------------ 0lb'-4 .t• ® 0 /--------------------------- OIL [in RAISED STUCCO 9 d BAND to .3' ®®®®0®0dr FOAM GAP 00®E] I I 0'-0' FIN. FLR I 5' RAISED STUCCO N, g BAND (TYP) I I A r - — — — — IellI I I FRONT FT EVATION I I TEXTURED FINISH NOTE= WALL FENESTRATION FLASHING AS PER FBCR R903.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS I I ------------------------- I I I I I I I 1 ENTRY DETAIL O oFF RIDGE VENT A REAR ELEVATION TEXTURED FINISH oV-4' BRG. HGT. A R 6 B I T! C T S 6 Groin 41 N. RONALD REAGAN BLT LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 h w g 0 ti SUBDM ao LOT: SILVERADO LOT #2 BLK. #18 PROJECT# 03719.000-02182 MODEI. "2045-LAWANA" GARAGE S�IIPTG: LEFT PAGE: FRONT & REAR ELEVATIONS "D„ 150 MPH EXP. B F 8/03/20 • 1/4"=1'-0" T2 H', OFF RIDGE 12 r la'-r BRG. W.T. 4 CLG. HGT. ------ m ENTRY 0aE: LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS i OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT W-4' BRG.IF F-1 STONE 0 a VENEER 0 .3 io f eo 0'-0' FIN. FLR N. S'G DE - -------_____----- - — — — — — — — — — — RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS .3- 14'-2' BRG. WT. 4 GLG. HGT. ® ENTRY o9'-4' BRG. HGT. STONE VENEER A N C N I T N C T S m PH: 407-774-8078 FAX 407-7744078 wwwabdesigngroup.com AA S: 0003326 y �i 0 0 a Re C stmDrv. dt LOT SILVERADO LOT #2 BLK #18 PROJECT* 03719.000— 02182 MODEL' "2045-UNTANA" GARAGE 8TfMO: LEFT PAGE LEFT & RIGHT ELEVATIONS "Y' 150 MPH EXP. B ELECTRICAL LEGEND _ SYM. DESCRIPTION � TANOARD SWITCH y�" -WAY SWITCH -WAY SWITCH IM'1ER 15UNTCH FB BUTTON ISINGLE RECEPTACLE (125v/20-AMP INGSLE POLE) 10V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED =4D LRTW CaROUJD FAULT TERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET(RALF OF OUTLET RED TO SWITCH) RIOR WATERF'ROOFKaFI =05- CEPTACLE (CsROUND FAULT RUPTER) IOV QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE 1-rj PALL MOUNTED LIGHT ILING MOUNTED L*44T L ED CLa LIGHT T LIGHT OOD LrA4T L SCONCE PRE -WIRE FAN WITH LIGHT (I CFI PER SQ. FT.) rMA BULB LIGHT FIXTURE BULB L*WT FIXTURE BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC Lk3WT WITH PULL CHAIN �—{MIDER CABINET LIGHT ® '1(4' FLUORESCENT LIGHT (RECESSED) m 'X4' FLUORESCENT LIGHT (SURFACE k4' FLUORESCENT LIGHT (RECESSED) RECESS LKOHT (VAPOR PROOF) CEILING MOUNTED LIGHT WITH J-BOX R OPT. FAN FQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) G£ILI14 MOUNTED FAN 0 T FAN (i CFM PER l5a FTJ JACK Q DETECTOR (CEILING MOUNTED) TV vv JACK - , PORT NOTES - LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETNG. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 21012(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR w ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI501.4 OF FDGR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. 61h EDITION R404J I I i I � J LED LIGHTING @ SINGLE LAV. POWDER BATH ELEVATION B,DFN I I ( I I I I l LED LIGHTING @ SINGLE LAV. BATH 2 ELEVATION SPFN METER FIELD VERIFY LOC. OPT. _ - - - OPT. COACH COACH LIGHT LIGIdT ELECTRICAL PLAN SCALE: V4 . I'-0' FOR MICRO/ HOOD ABOVE If I I I � I I ® I I I I � I I I I I 1 � I � J LED LIGHTING @ DOUBLE LAV. BATH I ELEVATION 5,DF LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE 71D2 HOUSE PLAN: 2045 IMODEL 2045 Isa FT. GENERAL LIGHTING X 3 VA. PER SO, FT. 6135 2 20AMP APPLIANCE CIRCUIT AT 15WVA EA. 3, 1 LAUNDRY CIRCUITAT 1, 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12,OON 1 WATER HEATER 4,501 1 DISHWASHER 1, 1 CLOTHES DRYER 5, DON 1 DISPOSAL I MICROWAVE 1 REF. ERAL LOAD A2.0, NERAL LOAD AT XO% ENERAL LOAD AT 40% 26535 VA.X Q4 TOTAL NET GENERAL LOAD T PUMP N128 AMP X 240 VA iii9FUrURE 6720 CTRIC HEAT AT 65% 6500 NET GENERAL LOAD 20,61 NETTOTALHEAT 13220 TOTAL LOAD 33,834 RITURE GROWTH 10 % 3383. CALCULATED LOAD FOR SERV ICE 37,217 VA/240 V= 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,293 VA 30M VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 7(A6 3,506 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240 = 78 A I2 AL MINIMUM NEUTRAL CONDUCTOR. (CONDUT TO TERMINATE ADOVE SOFFIT • OV %LAM 200 AMP ELECTRICAL RISER NOT TO !!GALE GENERAL NOTES, O"NATION SERVICE 200 AMP 130440 VOLT A ELECTRICAL MATERAL.S AND INSTALLATIONS DISCONNECT i RLOSE SHALL COMP9LY W n4 ELECTRICAL PROVISIONS CP M OUTC 4 AND TFE PDCR SW EDITION 00 74 LOCAL CODO, AND ELECTRIC PAINEL ALL LOCAL POWER COMPANY RSGUUNN EW& METER N N EMA Q ALL CONDUCTORS SHALL BE TYPE T11N/TNW UNLESS NOTED OTLERWISE. � 30 ENCLOMIRE POW'.R COMPANY tRANIFORyEER 2LLaPHIONE CAELC eIERVIee tF1EVIS10N DNTRNCE SIT.RVIOE Ea1D4'B1f DNTRAgC! �*�+* INTERSYSTEM GOP®I16 TER'INAL AT taeaoE Lau vDLTAdE CONECTIow PROVIDE 700 AMP. 110440 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 4/0 COPPER (QU N 7" VIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 MAD ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT U I-ESS SERVICE 16 PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. 1 -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF FDCR SLN EDITION (29)TU W' DIA X S PT L.ONC COPPER CLAD OROUNO ROD ARNITECT8 6 roau i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.coM AA B: 0003325 V h V 0 tlq 3 SLTHDIV. de TAT SILVERADO LOT #2 BLK #18 PROJECT/( 03719.000- 02182 MODEL: "2045-LANTANA° GARAGE SUING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B ---------------- r--- I I i I I ---------- I I I I I I I I I I I cr t I i I I - I L--- ---------- I I I . I I I I I I II I 9 I I 1 1/2' JT VTR 11/2' �2• VTR Q I O O 'r J� m m O I I L12' KITC 4EN b I SINK \�.i C III I/Y I 1 LA j `�- 2' I VENT 0 II Q 3, I f I 2' i PRE- I 1 LAv PLU'1B IUASHER RE L.T. --- I L V. --------- 3' VTR • II_2. _8 CO II� � I/2' TO I SHUR MAN A A/ -OPr PLUMBING RISER PRE- i .9 D.k/Y - L.T. uI doA L---J - 2�-S• �'=8 i-II• a uB PLUMBING PLAN SCALE: 1/4 . I'-®' Gr e " In 41 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.corn AA #; 0003325 V y �i ro 0 m 0 BUDDI\/ & LOT. SILVERADO LOT #2 BLK #18 PROJECT# 03719.000-02182 HODEIs 2045-LANTANA" GARAGE SUMO: LEFT PAGE: PLUMBING PLAN 15 MPH EXP. HVAC NOTES A 0 p u I v a p 7 a L ALL MECHANICAL EQUIPMENT SWAILL. BE PROVIDED WT14 PROPER CLEARANCE, FOR SERVICING, PER MFG.REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL, 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 BLOC. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-31 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, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL GORE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FDC (PTH EDITION 120PT) MECHANICAL CODE 6031 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20I1) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHA"L. 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 DFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC GEILMCs O O EXTERIOR WALL PLENUMX AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERIOR WALL VC CONDENSATE DRAIN LINE EVAP. TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO ILATFOIaI'1CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FSCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3013A HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K "AM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DPUSER — SOLID LINE- SUPPLY TRLNK BROKEN LINE- RETURN TRIA K 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT N9 PASS-TWMJ AIR GRILL SECURE STRAP TO CONG.CIONDENWR W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON LLB ROLL STRAP OR EQUAL 4 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 'SXI V4' SHT. N1TL.. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'XS' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP. vFLOOR SLAB CLEAN -OUT (T� ti N MECHANICAL PLAN SCALE, 1/4 " 1'-0' rou"O G L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwabdesigngroupcom AA A: 0003325 R M q t a 0 a O V sysDiv ae roT SILVERADO LOT #2 BLK #18 PROJECT# 03719.000-02182 acGnEL "2045-LANTANA" GARAGE 81WI dG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B 11 [a*=] RINT 8/03/20 DATE: CALF. 1/4"=1'-0" CT M1 2X4 TOP PLATE PRE -FAD TRUSS VY 7NC7G T COMi COMM MEAD Y Q1J !!E inCLG. BOARD A��FL�ew STwcneeAL role 0015my TO AA.dwT W06001:012 +r bo PT. eD NOTE: STUDS IN 5' DIA. SLEEVE, ATTAwo TO ALL CM.LASPM PARTITIONS SUPPORTING DO NOT CUT a ma 1/2' DRYWALL WALL HUNG PLUMBING R.EBAR Aw MAC• ppp FIXTURES AND WALL PIPE pa WATNIM eTW CABINETS SHALL BE NOTMULOM �ra..nowaesu. AU LESS THAN 2x4, WHERE BOND BEAM O NOT CUT ► StsL AwoiwMy code naar� SOLID GROUT THE BOND au aru v. TAAcxeiaaars SECURE SIT 2X4 WOOD SPACED NOT MORE lU/ ll)- "5 BEAM vrs,r`eo. i`ASTeNm TO M T PLATE To SLAB STUDS 024' THAN 16' O.C. OR NOT _ (2) COURSE REBARS TTvaD sw sloop pqe neooucr oALV.STea � ooae Wv lod MA80N2Y OC LESS THAN 2x6, WHERE -- ArrwdrAL POP SAL TRACKwr mwo �MORE NAIL • 32' OG SPACED NOT MORE PASTOW L TO s MAX THAN 24' O.C. AOOn rg7Dle rCONC. SLAB .. FK RR (I)TYP. INT. WALL (NON —BRIG.) D1 SCALE: 3/4'.I'-V' FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE J 2x FASCIA PER-- /I I -O ELEVATIONS ! I TYP. OH. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ 2a PIPE THROUGH BOND BEAM Dl SCALE.3/4'.I'-C' 5/8' Gypsum Bc OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION K'SO&A ON J' O.S.B. SHEATHING ORj'CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 2_B GAS LINE THRU BLACK auu. vr.r-Y FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5`.0 ON Iii' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1'-m' TYP. s GARAGE DOOR JAMBS Dl SCALE: 11/2'=I'-0' i-2X4 SPP 24' OZ. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRiGW PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ' REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND B• CM1 CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK 2 COATL PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY J 0'-V'FITL FLR 01-0' FM FLR , IV n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2 12 TO LESS THAN 4•t2 A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'.1'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D bl5i n W/ WINDOW OPENING �L R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bc2 P.T. FURRING STRIPS • 24' O.C. 1/2'GYP. U.L. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505A ON J' O.S.B. 514EATWMG OR k COX PLYWOOD SECURED PER I'-0' FASTENER SCHEDULE TYP. MTL, DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY cm 0'-O' FM. FLR L B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE: W4'.I'-0' A N C N I T E C T i 6 Groupin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774-4078 wwwabdesigngroup.com AA #: 0003325 J N L4 U 0 a 3 SUBDM de I SILVERADO LOT #2 BLK #18 PROJICCT# 03719.000-02182 MODEM "2045-LANTANA" GARAGE OWING: LEFT PAGE DETAILS 150 MPH EXP. B 2X4: PT - CENTER OF DOOR HEADER SECURED UV (1) VC X V J-COLT UV W MN EMBEDI'ENT UV 2' X 2' X w W4SHEUt 4 NUT OR V (2) VU' X V ANCHOR BOLTS UV 2' X 2' X VS' iW4SHER 4 NIIT 8 e 0 SECURE U4 ON PLAT TO ax 6 08 W MASONRY NABS, D 2X& GARAGE DOOR DFl WV (51 V2' X V J-COLR ® COLTS. UV 4' MN. IPIO2' 9 X 2' X VS' WASWER 4 V O' TOP. (O IRTHN M. (9) EVBLT S im 0 9 9 NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S NSTALLATION INSTRUCTIONS UREIC 611d.! NATI@LkLn A6 a M ftvm M GARAGE DOOR l BUCK ATTACHMENT $ erxu vra� 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' cm WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X VDRTWAIL IB' OC. MAX BPAGINCs MUST BE ON OUTSIDE 4 I'X4' OR I7Q' P.T. NAILER 2X6m SECREED TWRDUGN bc4 P.T. OR %*X4' MIN. SECURE TO BLOCK W!J-Vo* NON-STRUCTURyAL SECURE THRU FRAME 4 TAPCONS ry' TAPCON MIN. i Yi EXTEND I Yi INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK Wl W6' TAPCONS MIN. HEAD SIZE 300' CMU ❑ (MIN. SWANK SIZE J45 MIN. EMBEDMENT IYi) • DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yl WITHIN S' OF EACH END 4 IB' OC MAX SPACING. 'X4' OR 1'XV P.T. NAILER WITHIN W OF EACH END 4 2XS, 18. OC. MAX SPACING SEA BLOCK UV2-%. 0.SJ3X 4' DOOR CASING (MIN. SHANK SIZE .145 RCABIJCsDOOR CA JAMB OR WINDCU MIN. HEAP SIZE 300 MIN' EMBEDMENT 1 Y4) RJAMBRWINDOWUATTACH TO 2X PER WITHIN 8' OF EACH END 4 TACH TO 2X PER MANUFACTURES DETAILS. I6' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +3/4 OR +5/4 A 9 we- : TOT. BLACK +3 4 OR +5 4 EN. 2X4:m SECURE! TO BLOCK UY V TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-%' TAPCONS(MML SHANK SIZE .f46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN W OF EACH END 4 g• CMI8' OC. MAX SPACING.. DRYUlALL 2XIS. I'X4' OR 1')2' P.T. NAILER SECURE TO BLOCK W/2-Y.'71T�TzICW CASING TAPC0NO MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TO 2X PER UMT14IN S' OF EACH END, END 4 MANFACTURES DETAILS. i8' O.C. MAX BPACINCs. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2' j1 WINDOW TO BACK +1-1 " SCALE: N.T.S. NOTE: 81411 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-15 IS" OBUDOII TO BLACK +1-15/ S" 2X4:m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE .145 MIN. 14EAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X ID'Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUCaN SECURE TO BLOCK Wl2-Y.' NON-STRUCTURAL i4' TAPCONS TAPCON MIN. I A MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 a' CI„ U WITHIN a' OF EACH END 4 n, DRYWALL 19' Or -MAX SPACING' a I'X4' OR I'X2' P.T. NAILER SECUR SEATO BLOGKW/2-7i(ry' CASING (MIN. SHANK SIZE J45 MN. HEAD SIZE -AM DOOR JAMB OR U04DOW MIN. EMBEDMENT I Y4)4OL—ATTAcw TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 19' O.G. MAX SPACING. NOTE: SWIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED A') DOOR 4 LK22 en I+14Womy TO SCALE. KTA. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X IB• OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK WVJ-sr •NON-STRUCTURAL �1i V TAPCONS TAPCON MIN. 1 Ys' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END 4 'X4' OR 1'X2' P.T. NAILER W O.C. MAX SPACING. ❑ 2X84mo SECURE TO BLOCK WR-)W TAPCCINS DOOR CASING (MIN. SHANK SIZE J4500 MIN. HEAD SIZE 3 MIN. EMBEDMENT 1 Y♦') DOOR JAMB OR Wt�OW WITHIN V OF EACH END 4 ATTACH TO 2X PER I8. Or -MAX SPACING. MANUFACTURES DETAILS. :tot6 •?I .Y NlDp M nus.ul71 too NT l9� Y) DOOR JAMB TO BLOCK +3" %1 IATNDOII TO BLACK +r KTA 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3W MIN. EMBEDMENT 14 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X64= SECURED THROUGH SECWREE TO BLOCK IlV2-V NON-STRUCTURAL Vo- TAPGONS(MIN. SHANK SIZE TAPCON MIN. IYi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 9• Ca'u WITHIN 8' OF EAC44 END • J§• DRYWALL la' Or -MAX SPADING. 2X8:m ❑ I'X4' OR I'XJ' P.T. NAILER SECURE TO BLOCK WO-V 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE BTRUCTURAL MEMBER J45 IWl2)12d WITHIN 6' OF EACH MIN. HEAD SIZE 300 END 4 6' TO W O.G. MAX MIN. EMBEDMENT 1 Yi) OOR CASING WITHIN 0' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACW TO 2X PER MA AFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A*) DOOR JAMB TO BLOCK +3' F 11ItiD0W TO BLACK +3" SCALE: N.TA. 2X4m SECURE TO BLOCK WN4 TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 Yi) NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' OC. MAX SPACING. SECURED THROUGH 2X6mo NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPCONS(MK SHANK SIZE EMBEDMENT INTO BLOCK. 148 MIN. HEAD SIZE 300 , CI"u MIN. EMBEDMENT I Y4) • WITHIN 8' OF EACH END 4 DRYWALL 18' OC. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8mo SECURE TO BLOCK WA-V4' XR' O.S.B. X 4• MR TAPCONS (MIN. SHANK SIZE J45 CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDCUU WITHIN W OF EACH END ATTACH TO 2X PER IS' OC. MAX SPACING. M,aNL FACTURES DETAILS. IID1F MM Y •mim 1O 1'lY0 Yd fop IVI OL>®#') DOOR JAMB TO BLOCK +3-7/15' 11B4D01f $CA 7 BLACK +3-7/18' U: N.: fi 2X4= SECURE TO BLOCK WVYi TAPCONS MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN S' OF EACH END NOTE: STRUCTURAL 2X 0' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6s= SECURED THROUGH SECURE TO BLOCK WA-114' NON-STRUCTURAL V TAPCONS TAPCON MIN. 1-Ys' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) a' CM WITHIN V OF EACH END 4 Yj' DRYWALL W OC. MAX SPACING. ❑ I'X4' OR DO' P.T. NAILER 2X8,® SECURE TO BLOCK 10/1414' ' P.T. X 4' MIN. TAPC DNS CASING (MIN. SHANK SIZE J MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN a' OF EACH END 4 TTACW TO 2X PER 10' OC. MAX SPACING. MAM FACTUFRES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" @THWDNDOR TO BLACK +3 3/4' SCALE: N.T.S. 6 Grow. L"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdestgngroup.com AA 4: 0003325 V q O O 14 MOM do LOT'. SILVERADO LOT #2 BLK #18 [PROJZCT# 03719.000-02182 MODEL' "2045-UWANA" OA1tAOE M IWMG: LEFT PAGE: DETAILS 150 M EXP. B P';Mrr 8/0%20 DATE: SCALE: 1/4"=1'-0" $*mw D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP WOOD CONNECTORS 2027 FBCR 22/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/32/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUC(. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 22/32/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 30/4/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 L N C N I T N C T I Groin 41 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.ameswgroup.com AA #: 0003325 is a oZi M a W c sF C BVHDIV. aLOT. SILVERADO LOT #2 BLK. #18 PnoizcTp 03719.000-02182 JILODrJ- "2045-LANTANA" OARAOE SVIM6: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PIREPOR9ED CONTROL JOINT- S PLAN(# OR CONTROL JOINTS Td BE WIRED TIED TO LATM e Y or. MAX (VERT.L Nom DO NOT FASTEN CONTROL JOINT TO WALL EVE! P STUD EXISTS BEYOND EXCEPT STAPLES WV V LES MAY BE USED TO 69CLM (CONTROL JOINT TEMP DUIWNC INSTALLATION PAaTEER6 BE SACED--N • l' OL MAX P VERTICALLY PLASTER 3 COAT CEMENT RED LAYER 7, FORTIFIEER BUILDING PAPER APPROVED FETAL LATH FASTENED el' (VEPITJ Or- MAX AT SUPPORTS WRB LAYER -L STUCCO IIRAP WOOD SHEATHING LATH SMALL NOT fi°P�N BE CGNfIN1LyS vTo s• r•TO r• ' THYOIA3M CONTROL \ JOINTS BUT •MALL BE STOPPED AND TIED AT EACH SIDE — PROVIDE 7X4 BLOCKING PER AST" C P63 PLACED PLAT MAX 6' TO 6' FROM CONTROL JOINS "am ON CONTROL JL NT STUID FALLS ON 8TRIGTURAI. STIR L FASTENERS, FOR LATH TO BE NANLS OR ` STAPLES IN COMPLIANCE YV A61M CIOa3 i 2. WIRE TIES TO BE MO. bJ OA3418' W AM 3. BLOCKING SMOIN MAY BE IN ADDITION} \ TO uw I allm REOU RED PER PLAN / OI.—N0eV.R.♦ ®^oLo PT. A 2. CREAM • Pr. e ►CIMME . Pr. C OLRW NhRO•Pr. A HOLD Ol FOLD ISINIO • Pr. A L CREAM • R. e a (FRAM . n. C . POW PL O W6R Pr. e TILL PT.O TOICTEr &DrtaM TLAleE M �tl � PLANGFl M.AL. FOLD. ID Nam. C~ FLAMM (CIL7 Wm LAYER 9, FORTFBER BULDI S PAPERORNME ONLn LURID LAYER a STUCCO WRAP(IRA)E ONLY) LAP LAYR M CP IRMA. S WRAP WR MALNR FLANRE. STOP OONLY) —TRJME OIR O1J nee NTALL IOO(Old Ai eDTTQ10IRL1LP N W,•., NIBESCWpD b9m APPROVED BWLDING WRAP SMALL BE LAPPED A MNIT M OF 4'x4' SELF-ADMERSC. MEM6RMIE L 6' a VERTICAL LAPS (ROLL K.ABHR�r. (COMpATBLE uY MOUSE 7\ ENDS) N 6' • MOMZOMTAL LAPS. WRAP MATERIAL) OVER ALL SEMIS NEED TO BE TAPFF LATH VERTICAL LAP TO BE P APPROVED MOOSE WRAP. WITH FORTIMER S1lATMNG TAPLASMNG TO EXTEND ONTO PIPE I. OR LESS PIPE PENETRATION IX X X X X — _1 CUT AND ERINGM ONE SIDE OF / FETAL LATH SELF-/1DHERRNC. FB'BRMl � FLASHING. STEP "I IUS LAYER -L I i• TMICIC 3 COAT CEMENT 61UCC0 WRAP PLASTER t�j,,t / METAL LATH ER AYLamL-2. FORTPIBER I Oft LAYER -2, FORTPBER Y BUIL AT PAPER ", BUILDIM PAPER am "TIME \ i / STUCCO WARAP IWBTALL FAeTmm (CLIPS, �UNOOD 614EATMNG STRAPS, STAPLES)A6 REWRED TO SECURE PIPE) WINE TO FRAMING 2'TAPER LAP SCALE, 1 vx'•I'-o' ® KIC KO UT DETAIL "MR "OR MAL MEND M SOLDER, Q2 12T aT I�U4t"l m�#' S NOTE. SIDE LAPS OF METAL PLASTER BABES &MALL BE SECURED TO FRAMING MEMBERS, THEY SMALL BE TIED BETLLEEN BIFPORM MTM 00416-IN. (111I-MM) WIRE AT INTERVALS NOT MORE THAN a' (229-FMA AS PER A6TM CV63 1A.I. FOR REPAIR OF TEARS IN WRS LAYERS, TEARS MAY BE PATCHED WY44OU6E WRAP TAPE PER MANIF. SPEC. OR PEEL N STICK z � z 76 L N WOOD STUC SMEATMING r_111 J; WOOD SHEATHING OR CM.I WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER RDOFNIALL SCREED WX5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. I PE 'Y G 6'x6'SELRADFERRY MEMBRANE FLASMING (COMPATIBLE tlV MOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADFERING MEMBRANE FLASMRYs OVER APPROVED MOUSE WRAP. FLAMING TO EXTEND ONTO PIPE CT�p S� CUT MID OVERLAP ONE SIDE OF STEP 02 R.ASWINGAD4HtlYr MEMBRANE ONE LAYER 1 STUCCO WRAP RIB LAYER 4, FORTPEER SULDING PAPER METAL LATH W.W SELP-ADWERING MEMBRANE FLASMM OVER 4Sr4' SELF-ADNER► G MEf'BRA)NE FLASMM OVER APPROVED MOUSE WRAP. PLASMIN[. TO EXTEND ONTO PIPE COW. BEAD OF SEALANT AIR COATING OVER STUCCO) E TYP WALL SECTION) SECTION PER SECTION �e EA.— use oT pwtlxtl eelrlena plaster shell cwnply Mth Wle applka9wt re[ uw_,ls of ASTM C 926-12A. Irrsld"" of exfenw 19eInW and ft—trig shall comply Math ASTM C 106312A k0wAliff�01�1��i�i��r�� 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 Ri031.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ANCNITECTS Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdesignBTOWPFom AA A: 000332b rn b 0 C evsDiv a� LOr SILVERADO LOT #2 BLK. #18 PROJECT# 03719.000-02182 MODEL' x2045-UWANAx GARAGZ 91RNO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 M H EXP. B BACKER ROD BACKER ROD WRO LAYER 11, SnYra WRAP INSTALL 6' SELF-ADHERMG MEMBRANE FLABHMG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEC IE*CE OF FLASHMG TO BE: L BOTTOM, 2. BIDES, 3. TOP VENT CAP 18 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 DES, V CAULKING 0 JOINT PER SECTION R703.7 ExtoW Wdm and phialle Ym Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12AA HOODED VENT '.0 THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTPIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD — 0"TUCTION WOOD SHEATHING URB LAYER GI, STUCCO WRAP UM LAYER 4, FORTIFIBER BUILDING PAPER P GI- 6• WIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING. Z FLASHING STORE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI 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 — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES (9 DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP WRB LAYER 42, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT 1b' TO V MID -WALL WEEP SCREED �—h' SELF-ADHESIVE FLASHING BUILDING PAPER OVER 'MICK WOOD FRAMED FLASH' r — — — WALL HORIZONTAL WEEP SCREED PIPELTHROUGH (FRAME TO FRAME) 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER 'CUICK FLASH' A VENT PENETRATION SCALE= N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE 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 -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUJRAP FOR BOX INSTALLATION WR5 LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA! EDGE APPLY E-Z OVER 6O MI GRADE 'D' FELT-PROVR SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 4, FORTPIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MB"IDER • 1' OG MAX I To 11 ADHESIVE PLASHING. CLEAN MASONRY BEFORE AIRMYN HORIZONTAL WEEP SCREED (FRAME TO BLOCKI STEP *1 STEP #3 STEP 05 STEP #ro OELECTRICAL RECEPTACLE A R C N I T E C T• Grou p t. 41 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngroup.com AA B: 0003325 W q w A 0 V 0 i SUDDO IV. & LT. SILVERADO LOT #2 BLK #18 PROJECT# 03719.000— 02182 MODELc "2045-LaTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SFRATNMG WOOD CONBTRUGTION IYi HAT CHAMtl Uvv TYPE 'x' D SHEATHING WRB LAYER % STUCCO WRAP THICK 3 COAT ( PLASTER UPS LAYER 1, STUCCO WRAP AMICO AM66-WFWC-lW CUSTOM CASING BEAD WIRE LAYER 1, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER j' THICK 3 COAT CEMENT PLASTER 6' SAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAM WEEP kori 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 1, STUCCO WRAP yC WRB LAYER 4, FORTIF BUILDING PAPER 7 -- 6' SELF-ADHEREING FLASHING WRAPPED i •CORNER OF CANTILEVER 4• POSITIVE DRAM e � WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE. I NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-0% MIN. 2.5 1-55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 �->J' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SWAT14NG FINISH ;' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VNYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION CONSTRUCITCN ER RESISTIVE IER 1 ER RESISTIVE IER R �-1. THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH -- WRHXTURED 4 PANTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT HEADERIBEAM PLASTER VINYL CORP. 4' VINYL CORNER BEAD CPOSITIVE DRAM EP OCA0D VINYL CASING BEAD 10 GAP IN FIELD (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER 1 WEATHER RESISTIVE - BARRIER 4 I' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL 1' THICK 3 COAT COME PLASTER VINYL CORNER BEAD Z NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER "i, STUCCO WRAP) UWRB LAYER 02 (FORTIFI5ER ...... - BUILDING PAPER) METAL LATH x-x-x-x 5T UCCO L - ' ' 1 SELF-ADHESIVE FLA5HING - - COLIJ'M SHEATHING WEATHER RESISTIVE BARRIER 1 3' X 3' 26 GA C%ALV. � I FINISH LAYER (2 LAYER METAL DRIP EDGE - BARRIER PEEL 4 STICK) SET IN FULL BED OF _ r L 4 E0 — SEALANT, V MIN. 6' SAP. \ I STICK DRIP SPACE FROM DRIP _ PEEL 4 STI X EDGE TO FACE TO TREX c' f Ye'x3' 'L' FLASHING DECK FULLY EMBEDDED IN ROOF CEMENT I K' X 3' 26 GA GA.V. Y4' GAP FOR BACKER METAL DRIP EDGE I K'XI 31 P.T. OR SIMULATED ROD SEALANT Ys GAP FOR BACKER SET IN FULL BED OF SEALANT, M WOOD (TREX) FILLER VINYL CASING BEAD ROD 4 SEALANT - SPACE FROM D DRIP CONTIN 16 FACE TO TREX WEATHER RESISTIVE WATER PROOFING lot 0 WEATHER RESISTIVE VINYL CASING BEAD BARKER 1 LAYER (2 LAYER PEEL t BARRIER 1 \ WEATHER RESISTIVE STICW WRAPPED FROM WEATHER RESISTIVE WATER PROOFING lot DARNER -2 BALCONY DECK TO BARRIER •2 LAYER (2 LAYER PEEL �'T EXTERIOR COLUMN CANTILEVER 4 STICK) . es'"a.."� COLUMN SHEATHING 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP PEEL 4 STICK' 6' SAF. SUB FLOOR EDGE 1 JWX3' L• FLASHING ®® 3' X 3' 26 GA GALV. SUB FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® ROOF CEMENT SET IN FULL BED OF I )J' X 3' 26 GA GALV. I )iW ii P.T. OR SWULATFA SEALANT,)) MN. METAL DRIP EDGE WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX I J9XI V P.T. OR SW7Y.ATED SET IN FULL BED OF FILLER Y4' GAP FOR BACKE ING VINYL CASBEAD CONTINUOUS SPACE FRSEALANT,OM DRIP ROD 4 SEALANT WATER PROOFING Ist Y4 GAP FOR SEALANT FACE TO TREX VINYL GAMMA BEAD FINISH LAYER e2 LAYER LAYER (2 LAYER PEEL 4 OPT. BACKER ROD. PEEL 4 STICK) STICK) WRAPPED FROM MODIFIED w WATER PROOFING lot 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 HAT CHANNEL CANTILEVER W4 RESILIENT STICK) WRAPPED FROM J' THICK 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASING BEAD CANTILEVER METAL LATH i' THICK 3 COAT CEMENT S/S' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER W/TEXTUREO 4 PAINTED i HEATHER RESISTIVE BARRIER 1 S/V TYPE 'X' DRYWALL METAL LATH FINISH WEATHER RESISTIVE WVTEXTURED 4 PANTED ` ��'TM G. J' THICK 3 COAT CEMENT BARRIER '2 FINISH 4' POSITIVE DRAM 4PO ' PLASTER 4' POSITIVE DRAIN i' THICK 3 COAT CEMENT R DEAD DEEP SCREED PLASTER VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASM DEAD SEPARATE ACCESSORIES ONLI SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) 'SCALE: NTS WOOD SHEATHING- —� 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2, CORNER BEAD FASTENED TO SHEATHING �+ 71' O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER j12, F-ORTIF15ER BUILDING PAPER 14A CORNER BEAD (9) FRAME 2 CORNER BEAD (FASTENER 4 SPACING- IS '1' O.G.) c�v N CMu ' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK WRB LAYER 1, a 1 STUCCO WRAP ' WRB LAYER 12, FORTIRBER BUILDING PAPER METAL LATH i THICK, 3 COAT CEMENT PLASTER e 6'SELF-ADHERING FLASHING fi '4 DRIP CAP WINDOW FLANGE WRB L R 1, 13TUCCQ WRAP WRB LAYER "2, FORT', BUILDW S PAPER — METAL LATH a' THICK, 3 COAT CEt PLASTER 6'SELF-ADHERING FLASHING WOOD SHEATHING WRB LAYER 01, E STUCCO WRAP 1 WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP -� WINDOW FLANGE 15B CASING BEAD 0P WINDOW ( FRAME, NO BAND) IF A N C N I T E C T 3 I G27019n LONGWOOD, FL 32760 �• PH: 407-77"078 FAX 407-7744078 wwwAbdesigngfoup.eom AAW:0003325 M W y C SUEiDIV. Jl! LOT. SILVERADO LOT #2 BLK #18 P1�JECT# 03719.000-02182 MODEL' "2045-LOTANA" GAIRAOE SWING: LEFT PARSE WALL ASSEMBLY DETAILS It 150 MPH EXP. B WOOD SHEATHING WRB LAYER h, — STUCCO WRAP WRB LAYER 4, FC BUILDING PAPER METAL LATH ]' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING—� FLASHING VINYL ANGLED CASING BEAD----f�f' DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDINCa PAPER METAL LATH --.(EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER h, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH TWIGG, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP \� WINDOW FLANGE CASING BEAD Ca? WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER n, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED � CASING BEAD VINYL CASING BEAD V GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDING TRANSITION SIDING WOOD 5PEATI-IING STUCCO WRAP i' THICK 3 COAT CEMENT - PLASTER METAL LATH SEALANT WRB LAYER 4, FORTIFIBER � BUILDWs PAPER I WOOD SHEATHING WRB LAYER 41, STUCCO WRAP `— CASING BEAD 6' SELF-ADHEREMCs FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) NUOOD COI6TRIlCTNON — BEYOND NNFATI-MWEAT�Wt RESSTIVE BAIaaER , R IESISTIVESAPOWE—� XX lR SIDM-\ Mr+PLAGMING —\ STARIER STRIP—T \ GALV'D METAL W FL4SNMG R-AD4ERM `� I,QE818TNVE IlE61S?(VE y bRLASHING CAL-AD4ER616 METAL 'Z' FFLLAASMING D TRP1 rlamm vl�Mr= GAGM QLASM // GAP WICAULKING OR AF44WYM SEALANT I SIDING TO STUCCO 0 BLOCK TO FRAME �� TRANSITION a7 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0e, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, WOOD CO/STIgIGTION BEYOND 5TUCC0 WRAP WOOD EATHM6— �T �1RMIsTIVE- I�fasTNVE _ BSAPOtIVR WRB LAYER 02, FORTIFIBER XxTRLN�Z--DM BUILDING PAPER 6' SELF.ADFERMS - FLASMMG METAL LATH 6TAMMRSTRIP— (EXPLODED �" CHICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD @ RAISED 1 "7 A BAND ( FRAME) SCALE: 1 1/2' = I'-O' WINDOW FRAME I' THICK 3 COAT CEMENT PLASTER METAL LATE} WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD vINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY -------------------------------------------- --------------------------------------------- Ya' GAP TYP THICK 3 COAT CEMENT /CASING BEAD PLASTER SEALANT (, TO WINDOW METAL LATH BSAF4RMR ,ITO LAMP 6' MM. ABOVE TOP OF 'r FLASNRG IMEATWERRI,iEN6TIVE 'T BAPIPtE UEATHER RESISTIVE / SARaER n I %ALVV MEATIER RESISTIVE BARRIER , TO LAP 6' MPL ABOVE TOP OF 'Z' FL46NMG ` i'I% �I110006T'•IilI1 MEh1BER 6BELFBOAN-MRADR EbIG� \ I B,Ig CtlSIMP_ADFERtJG GAP UCAILILIQ 'pJT ry.A6�'TERT \\ OR APPR OVED SEA IIEATUM REMTWE ` ' UBATIER RESISTIVE BARTER 'IBARRIER , HEATER RENSTWE E•Z BEAD VINYL CA BARRIER 7 XRIOBDLfl PK BACKER SIDING TO STUCCO �T NK fMSI6TNVE ® FRAME TO FRAME 19 TRANSITION WRB LAYER 62, FORTIFIBER ; BUILDING PAPER 1 WINDOW FRAME WOOD SHEATHING I ; I I I WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE 1 I E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — 1 E C N I T E C T 1 6 Groin 41 N. RONALD REAGAN BL LONGWOOD,FL32750 PH:407-7746078 FAX: 407-774.4078 www,abdesigngroup.com AA B: 0003325 R y 0 0 F a a 9VHDIV, de L+OT SILVERADO LOT #2 BLK #18 PROJECT# 03719.000-02182 MODEIc "2045-LAnANA" GARAGE 9TTINO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH . B PRD4T 8/03/20 DATE SCAT "• 1/4"=1'-0" BEMET WA4 TEMPORARILY - POLD-UP . SECWWE IIOUBBI I^ (OR p CUT NREWRAP TUCK RAP WDER) AT 40• ANGLE at HEAD MODW9ED T CUT-T N WINE~ T�c � I LINE OP �� I FOLD NOIREYlmAr N AT JAMBS . SILL APPROVED HOU IEWRAP OVER SNEATiNG OVLR WD SI IO WALL x,OPE D41 RO. TO EXTEItlOR STEP 1 STEP 2 EMEND FJ. MN P IEND SI"LL \J/` FLEXR EFLANWNG DO NOT SEAL BOTTOM STEP 6 ALIGN FLASWNG WY NT. EDGE OP DLL R.O. TEGMAWCALLY FASTEN FANNED BOOM (CAP NAILS, STAPLES) NDTALL OUPONT FLEMRAP AS n FLASHING AT TIE DIAGONAL CM ACROSS HEAD Q WSOON 1 I MN UTLY 46, W oEALAN A'!S ANC M-PLY TO WNDOY NA LACE N 4M-FlNCI IDLED OR INSTALL •• WWDE ADHESIVE BACKED • � E FLAOMN MATERIAL OVER COWCAP JONT(NWDTECTOdtRAP 15T-20 a EGUW) STEP 7 lt`k-� STEP 8 `"® WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS E NT t IT N THE CONTACTORS RESPCHGO&TY TO VERfY THE COMPATIBILITY CP ALL PRODUCTS NCLIDNS RMNE RAP, SEALANM . SELF-ADHERNG RAMMING, MATMALS USED DURNS COMMICTION. . INSTALL ALL MATERIALS PER MANUFACTU MIS WETTQJ SPEORCATIONS eeaLA+re MAY REACT ADIg VEELY IF NOT ATELE CLEAN AND SEAL JAMB TO SILL JOINTS WITH DM IRIS FOLLOWING. COMPLETION OF EXTERIOR RETROFIT WOW REPAIR SCHEME SHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW T1 E WINDOW OPENING SEAL INTERIOR PERI METER OF WNDOIU WITH ANT A R C N I T R C T i 6 GrZA1 . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www,alesi,'jp.com AA 9: 0003326 R Y h �o Y M O O 9UDDIM & LOT: SILVERADO LOT #2 BLK #18 PROJECT# 03719.000-02182 MODEL. "2045-uNTANA" GARAGE 91IINO: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 PH . B VS' TEXTURED Vl' TEXTURED - - 2x6 SUB-BANb FINISH • CM W/I'x4' NOTCH ® METAL LATH /— - - -- - — -- -- END, WRAPPED IN �' cv PEEL `'STICK METAL FASCIA u,2e.AP / !1\ � OR cm LAYER P(FRAME DRIP EDGE 1 \\ STUCCO WRA___UXM ONLY/ UM LAYER 02, FORTIFIBER ~ _ - ;✓ l/V TEXTURED i \\ — BUILDM PAPER CPRAME ONLY) 1 FINISH a WOOD I \ 2x6 elm BAND m ROOFING CEMENT � 1/2' TEXTURED \ \ All FINISH a CMU / \\ DRIP EDGE \\ \ \\ a V METAL FASCIA WRAP FROM \ ©j=L,4N FETAL KICK MIT \ \---------------- ---- ----` ' JV ,'r STUCCO, I' FROM \\ WOOD WALL \ a EXTERIOR WALL (FRAME OR CMU) \\ \ \\ NOTE: NOTCH FOR 2X6 \ �\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \� \ ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL \ NOT INTO STUCCO) TEXTURED FINISH m \\\\\ /WOOD, 1/2' TEXTURED FINISH w CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL a STICK ®ELEVATION - METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®i=LAN A PRE-EW&D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/U�'x4' NOTCH is END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x � X X x SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 41 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. V ABOVE BOTTOM OF DRIP EDGE 2x sus -BAND W/1�'x4' NOTCH A END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A N C N I T E C T 8 6 Groin 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwzbdesigngroup.com AA 8: 0003325 J w x y b g c SUBaIV. & LOT SILVERADO LOT #2 BLK. #18 [pnoixcT# 03719.000-02182 HOaEI. "2045-L4NTANA7 GARAGE SITING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 15 MPH XP. B AUG PRINT 8/03/20 GATE: SCALE: 1/4"=1'-0" SHEET WA6 • `` - _ .I — — — TE-1 L J TE-1 " 3 + 1 FM-16X18 m' 1 F2-24X24 F2-24XX224 w� 4" CONC. w m Y SLAB CQI— �+++ Y 3 1/2 1.7 + ++ I Im LL + FM-16X16 o N v I 4" PVC �� 3'-10" W-2" 4,-4" 7'-0" CHASEN" I �' o ` 1.1 m I 8� ++++ 3 3" 0�_F I TE-1 �� SLAB ;,, I $ _ D �.3 1l2 O a +� m .__I `+ 1" PVC CHASE X ` r TE-1 FOR ELEC. @ +;\ ISLAND LL 12 I I c� 4 I 0 o I I I v I ,+; a I 4 I TE-1 � _ _ EXTEND I SLAB 1 1/2' N L _ TE'1— I 6 6-8.t. 5'-4" L 4'-10' 2'-8"4" I I I I 4 3112" I� I � I IX I EXTEND I ' m N m SLAB 1 1IT FM-16X18_ ILL tZ 4" CONC SLAB ( I 4.6" I R aQ I nwW. , Q * 3 112 ) w N o I Ix i X U I TE-1 I� I i �51/2" I 1' 1 FMC-16X18 FMC-16X18 _ FM-1-18 1't FM-16X78 0 5'-10" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-W" 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-(r. SEE SURVEY PLOT FOR NAVO. 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 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, GINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.131ASCE 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'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION DOWEL LEGEND © 8'x&' MASONRY COLLJ"N W/ (2) 5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR A EXTERIOR FACES OF THE BLOCK AS SHOWN W/ 5 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 616 W1.4xW I A OVER GENERAL 3112" 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-16xl8 16" CONTINUOUS 19, - (2)#6s FMC-16xl8 Is" CONTINUOUS 181, - s #5 IN CURB VARIES F-24x24 24" 11, 12" s s TEA 8" SEE PLAN 8" - s #5 IN CURB Ft-30X30 30" 30" 12" (3)#SS poUs _ (_)(yg Ft-42X42 42" 42" 12" (3)#SS s F2-24X24 24" 24" 12' (2) #5'S s FOUNDATION PLAN SCALE: 1/4" = l'-0" ARCM I T I C T 8 Grou ! the 441 N. RONALD REAGAN SLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA #: 0003325 0 a BUDDIV ae LOT: SILVERADO LOT #2 BLK #18 PROJECT# 03719.000-02182 MODEL" "2045-LUTANA" GARAGE BWMG: LEFT PAGE FOUNDATION PLAN 150 MPH EX. B 30' MIN. EACH WAY MONOLITHIC FOOTING }} -14 STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND $ a CELL SEE PLAN FOR SIZE AND 0. r W SPACING REQUIREMENTS SPACING REQUIREMENTSv— �`� GARAGE DOOR m U w 1,vs •uj RECESS �m g� co - zL 8" CMU WALL w�—FM O 8" CMU WALL ( , CORNER BARS, SAME SIZE AS LARGER BAR w W g' O `D — - - z — +. 0'-0' • IN FOUNDATION WITH W LEG EACH �- w M M + 0'-0' ,� TOP OF SLAB d WAY AT ALL CHANGES IN DIRECTIONS I _.� "I SO THAT THE STEEL REINF. IS CONTINUOUS cUjt TOP OF SLAB r .•�MATCH AMOUNT OF CONTINUOUS BARS CURBFOR { EXT. PORCH SLAB ' SEE SLAB SCHEDULE 4" CHAMFER iSTORY) 18" - : EXT. PORCH SLABMFER -VARI SEE SLAB SCHEDULE TOP OF GARAGE STORY)JOINT TANTITY _ I�� ° vCONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE " MASONRY UNITS SET �;p. AT ELEV: W/ 1/2" ISOLATION (WHERE # • 6" CHAMFER (2STORY) #4 Y4^ W/ 12' ISOLATION (i MFER (2STORY) APPLICABLE) i - SEE SCHEDULE 30"APPLICABLE JOINT (WHERE ) Z EDULE#S WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 36" BAR SIZE#6 DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 42QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), LINO ��EXTERIOR MONO-FOOTINGU2,_'�XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:&4'=1'-T @ GARAGE SCALE:3/4"=l'-0" R BARS DETAIL DOOR OPENING 0_9� SCALE: 3/4"=V-0' 4 SCALE: 3/4"=1'4r LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL WI 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. EI HEIGHT NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN PLAN LAP TO OCCUR OVER STUD OF WALL W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE W O 0_ I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE j co NEW REINF. BAR SPACING. SINGLE STM. PLATE 12'kD" WEDGE ANCHOR WIT BTM. PLATE TO BE PT. O a SECURED W/ 2- PART TO PT,PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED g d EPDXY. MIN. EMBED PLATE PLATE EPDXY 5-12' EMBED. MIN. 0 t6" OC SLAB W/lDd MASONRY NAIL STAGGERED. GALVANIZED PIPE Q 8", LINO SIMPSON SPH4 OR SPH6 MAX. IT OVAL W/FLANGE @ BASE O FOLLOW ALL MANF.METAL = BTM AND TOP PLATE CONNECTORS NOT K SPECIFICATIONS FOR mQ ANCHORS W/' Od x 1 12" REQUIRED WHEN NO o = m USE AND COMMON NAILS FILL ALL N co UPLIFT IS PRESENT. m 4" 4" PREPARATION OF HOLES, DO NOT USE 1 Od W W Z � HOLE. x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO SLAB W/(4)1/4" X 2 1/4" TAPCONS OQ� TOP OF SLAB TOP OF SLAB Q 4"CHAMFER (1-STORY) 6" CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE EQ, EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD MONOLITHIC FOUNDATION 7 scALE:3/4"=1w" 8 scaLE:3/4"=ra' (NO UPLIFT) SCALE: 3/4"=1'-0" D SCALE: 3l4"=V-0" (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLABNod MASONRY NAIL o PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. d ADDITIONAL METAL m U CONNECTORS NOT :3 REQUIRED WHEN NO UPLIFT IS PRESENT. 0_ V) O 8' CMU WALL e' VARIES •' c Z — +- 0'-0" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL OW.) 3' 3' - _ I.--. - TOP OF SLABtw" SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0" TOP OF SLAB Z SEE SLAB SCHEDULE ♦ 1/2" DIA. SIMPSON STB2 BOLTS 5" '' MINIMUM EMBEDMENT INTO C "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND w CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE n/ a NT -CA' L FOR WxD, BAR SIZE iiq'! / FOR WxD, BAR SIZE AND BAR QUANTITY I ✓ AND BAR QUANTITY * SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO— INTERIOR FRAME BRIG WALL TO 12 SCALE: 1"=T-T `� SCALE:314'=1'-0' (NO UPLIFT) S=tNLGAND COL. PAD�� A A BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" F'AACNITECTS Design Groupoi.. . i44i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7745078 FAX 407-7744078 wwWAbdesVg-uP.eom AA #: 0003325 Y a M a d O �F aysniv. de LOT: SILVERADO LOT #2 BLK #18 PIZGJECTjp 03719.000- 02182 blODEL.t e2045—WTANA" GARAGE SWING: LEFT PAGE: DETAILS 150 H EXP. B n 234r DOWEL PLAN SCALE: 114" = V-0" A N C N IT E C T S Grou i n Al N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 s: a q O Rs C SuBDIV. as LOT•. SILVERADO LOT #2 BLK #18 PROJECT* 03719.000— 02182 MODEX. "2045—LANTANA" GARAGE 8WMG: LEFT IPAGE: DOWEL PLAN 50 MPH EXP. B PST 8/03/20 DATE: 8CALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBARc TO HORIZONTAL ! REBAR W/ 10' HOOK Z Z GROUTED 80ND BEAM VARIES PER ELEV. Z d iv al sa 3 a i7 CLEAN OUT REQUIRED FOR INSPECTION a0 a a� 0`0 FIN. FLR. -/' •a TIE ERTICAL RE BAR _• TO HORIZONTAL 44 REBAR W/ 10" HOOK .. �— BAR SIZE 48 BAR DUt Z w #3 18" > #4 24' n OU #5 30„ #5 38" #7 42" HORIZONTALNERTICAL %,- REINFORCING 1 SCALE: 3/4"=1'-0" 8'k8'MASONRY COLUMN W/ (2) #SS ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR ja & EXTERIOR FACES OF THE BLOCK AS SHOWN W/#S ro ❑ © DOWEL IN FOUNDATION. %,DOUBLE FILLED CELL "F SCALE:3/4"=1'� OFFSET METHOD CONTINUOUSS'� 438ARDA. #3 18 METHOD #4 2V— HORIZONTALNERTICAL #5 �' �„� REINFORCING #7 42 G SCALE: 314'=1'-0" #S BARS w1 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A E C N I T E C T i 6 CDftign rrP_ LONGWOOD, FL 32750 PH: 407-774�8078 FAX: 407-7744078 www.abdesigngroup.eom L AAA: 0003326 J Y h V b 0 y� 4 0. 144 sysDTv. ac LOT: SILVERADO LOT #2 BLK #18 PROJECTAI 03719.000-02182 MODELt °2045-LANTAW GARAGE 911ING: LEFT PAGE: DETAILS 150 MPH EXP. B Rem 1 T tee T• GENERAL NOTES 1.)CODF3 1.1 RORIM BIRONC CODE M, IDRxW.2017 RESOENIIAL SECTxW6RW224RB08. 12 FLOPoOAWIIL(x14G COLIE, BIK PDRX)N.2017 BUIlDIN[i, 9ECTK1N31901242107. 1.3 BULDWG CODE REODYiFAEMS FOR REINFORCEDCON(:BETE (ACI3tSt4} 1.4 6U2DfIG CODE AEOl1REAlEM3AND SPECFx:AT10N FORMASOMtY S1RUL'11AFS NCI 536134ACI E30.1-13) 13 AMERCANSOCETV aF CN4 ENOEEERS MWMWA DE"K;tI LOADS FOR LW4DWOSAW OTHER STRUCTURES(ABLE T-t0). T.)COIM.RETE: 2./ LDHDRECASTW RESSNESIREWGRCE DA ENT 2.1.1 PRECAST WSTANDAPD REIIFOFICEMENf-WBO P3IMW 2.12 HiELl13T WIPRESTRE3$ REWFORCEMEM9mO PSl 2.12G 22 CING BARS 221 STEEL PLACED W PGRE7C8A-S3TWLpWP7SEI LWAI TMTAWX E31W 212 SEWWEAWOK(A5 AFGDACBWlREIFCGAAnDTE).MMMTO A11Ai'8BS1L5IGU1RG.PRA. 0L 2.3 PRESRtESS StRANDS ASTM Mte I-WRE.SRiES6 RFIEVED 2]0 K5 2,4 DETAIL REWFORCEMEM WACf.OFIOANCE WTRi AC13t8. 2.5 CONCRETING OPERATKWS SHML C01Ply WRH ACI STANDPROS. 2.8 O4E WIPE PER ASTM A4M 3.1 CDNCREIT L COF'OIWRMRTSO ASWLCOFTOBOPEI. M WH "wU""E"AREANCOMM"MsTENGR 32 MRSHWRN C2]O TYPE T4'ORS 3MORTAR JOIMSAPE REWfiED 31 .4 MW MW6AIM AGGREGATE 2843AY COMPRESSNE STRENGLFCMUMBUMOMAR5IMLL NOT BE LESS TRAM FAA= ZOBO PSI. MASONMSTREMGTH3HW11 BE ESTABLISHED BY THE'VNR STRENGTH METHOD' NO,' AE MEN mTNELY, BY THE YRE:MTEST METHOD' WIRE lGM W REMEMB HAW V E T MBEEN MET. STRUCTURAL. TRI1C ELOAD WE LO 4.1 AD VALUES ARE BASED Wt LWIELS HAVING A BFARWG OF C 1VY11H A MWMUM ACCEPTABLE B .3 OR F OF C PFR FLORDA BUIIIING CODE STH EDRpN, 2M7 RE101421 AL, SECTKWDVAL 3 ORFLM RATI CODEBTHEDL110N. TIN]CI 31 SA. ACI M 21W.1 42 "FELCDESiGN R VALLFALUATE ONMTIWATE0L GN ANALYSIS SA LOAD TABLESB 9J DEBK3NER MAY EVALWTE CONCENTRATED LOAD3 FROM THE SAFE LOADTARlESM CAL FCUATNG NA%MAI FESWTB4G NOMEM ANO5IEM AT 0 DSTANLE AWAY FROMTHE FACE OF THE SUPPORT. 4A FORLWTELLEMGTHAT B'4'ORGfEATER, VERTICAL CELLFLLFD SOl1D WRH GROUT ANO MW64LA+ONE (1145 VEMMAL RFSAR L9 REOURED AT EACH ENDOF THE LWTR. 4S LWIFIS TIMT ARE GREATER THNl14'4 ClEMSPANMU6T BE giWIpfDTET,pORMv SIFPORT, NOT BE REMOVED UML 2OAYS AFTERGROM PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 12' HOG NAILS, WOOD TO WOOD SIMPSON HIGH OR LGT2 W/ 10d x i 1/Y HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE. CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING 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 PSS36, .177'- x 2 7/8' LONG, WITH WASHER a 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'-V, FINISH FLOOR. UNLESS NOTED OTHERWISE. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT HEADER SCHEDULE MARK DESCRRIIPTION REMARK (D (2)2X12 BEAM SCHEDULE OMM 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 (rc SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB! MASONRY 3000 8"mr (1 Hl5 GROUTED SOLID GRAVITY & OPUFT SAFE LOADS " 8*x8" RECESS DOOR 6 ' LOADS 6"�. .6 r4' (/2") PRECAST 2291 a1M 4eM Mu 7w MN IBM$ Ilan 4.O (4r) PRECAST 1988 2161 2N/ MM 4w 11161 7034 am/ RON 4w 0113 7847 M74 mm /iw 4,4" (54") PRECAST ISM ,w 2110 2011 21M 46M 600 am 2M6 4875 0113 7M7 4a12 10196 1110 8-' (84-) PRECAST 1217 136 143B tw IAO 2,2E MM 4248 IRS MM HIM 1547 1 8-18' (TB') PRECAST IM IM 1173 ,M1 M 260 XIN 390 1451 sea 410 7101 NM am 94' (TB') PRECAST so tw M71 340 MM 2M7 1 4M2 SM 12M 21W WM MM am 1014. ew T4' PM PRECAST 749 t01t t7M MM 2206 Ron mot MM 101/ I7A M61 MM MM aa/ 6471 9W (112") PRECAST 6N w 1160 tw 2154 MM AIR HIM iM I= 160 =4 am MM 1014' (12r) PRECAST 475 w ORI= =21/7 2,M =6 eM tw HIM =2M aa4 11• - (13n PRECAST w 6N 1w tw 24M Ma 4w w w 1w tw 208 Mm 4 w tr4' (144') PRECAST 387 ea an U54 tw 2121 MN NM w M M4 to" 2108 2101 MM IS-C (18n PRECAST 296 471 710 1075 t4M tw 23" 21M an 7M 1075 14M 1w v" MM 14'4r (18n PRECAST 279 471 7M I= IRS"17 2127 =0 M2 7M "M IRS tM7 My MM IW4' (IM PREBT N.R M M HR M M M Nl 4M iM INTO RR 2M6 ANT 27R IF4- (184') PRESTRESSED N.R M M M Ht M M M 412 710 INTO /7E2 MM 2m IBIS lr-C Mn PRMTMMM NR M M M M M M M 194' Mn PRESTREMM NAL w 1 w 21-W (2M PRESIMBED NR M M 1N EM 2r0 MCI PRE NR M M IN 316 2V4' Mn PRESTMM NR M M >b >o (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. GRAVITY & UPLIFT SAFE LOADS (PLF) 8'x16' RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8'x32" RECESS DOOR HEADER m wsWAB mPe mrs..swME mNe mw.swtez mile mw.swPE mxe wi IUwb WRE m1«. mO1-swn1F (2). Ns�w,1 (Dwc MBE mw. mwswwE mNe m w.s Mls mRe Cw- mNe3 11. a1s masMBF m1w.3 n)N-. 1"rw_3 AIM s,w mpswxlE mKe. mw.swtAE PrHe. aM. e1m m w.s WRz rsNm.. mwsWr4 slue.. M10 ma rsl w.svnr� mNe.. DI o1.sWFe mNe.. SAFE LATERAL LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFol GOAD/MAI SAFE LOAD - POUNDS PER LINEAR FOOT X-V (42') PRECAST 1026 IM4 1698 3'S' (42') PRECAST C4r (4r) PRECAST 765 763 1309 *W (46') PRECAST 4'4' (549 PRECAST 592 591 1073 V4r (547 PRECAST FW (64") PRECAST 411 411 746 6'4' (M PRECAST 9-10' (M PRECAST 340 336 616 5-10' (70") PRECAST 6'4' (7C) PRECAST 807 721 490 S4' (In PRECAST T4' (60') PRECAST 4m 534 383 T4' (B0") PRECAST F 4- (1121 PRECAST 328 812 230 9'd' oun PRECAST W-r (IW) PRECAST 284 461 180 100 (12n PRECAST 11'4- (13n PRECAST 2110 40 IN 11-W (/3n PRECAST 1r4" (I"') PRECAST 2" 4W 137 tr0 ow) PRECAST IT-C (IWI PRECAST 217 324 110 1S41' (IfIn PRECAST W-W (16n PRECAST 205 293 100 14'4r (161') PRECAST IV4r (176-) PRE N.R 264 91 lew (176-) PREffrRENED IV-C (184') PRESTRESSED N.R. 259 83 IFW (164-) PRESTO 1T4' PM PRE N.R 194 64 IT-C (201n PRESIAMW 17W (2 n PRE NR 146 52 194- Mn PRESTO 21'-C 9W) PRESTIMIMN.R. 126 42 21-W On PRE 27-M PM PRESTRESSED NR 118 40 2r4r a649 PRE 2C0 (2B8') PRT NA 1 91 33 24'4' Mn PRE (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALLVALUES TAKM FROM'W J%LOAD TABLES' BY CASTCRE7E MAY 2M5 EDITION - PRECAST PRODUCTS BY MGM TO MEET OR UCEID VADIEB BTATEO ABOVE -ALL PRECAST PROOIICTSARE TO BE INSTALME PER MANUFACTURES SPECIFICATIONS-PROVDE MING Ir OF SEARING PAST EACH SUE OF NMMM OPENING 1 ,% 1 iJ. %% r_ 1 1 j 8F36-1T/0M/1B %% 1 B ; _8F76-1T/O6 m 1 "M/OB 4'- 1 1 1 ♦ ♦ 1 1 1 1 ♦ 1 ♦ O � ; v� 1 1 m 1 1 1 1 1 1 1 1 1 1 I 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 m 0 1 e� 1 li 1 1 1 1 1 1 1 1 1 1 w 1 1 1 a 1 i ♦1 1 1 ; ♦ 1 1 1 ♦ 1 1 1♦ 1 1 1 1 1 _141 1 1 1 1 1 1 8F16-17/OM/08 1 5"10" 1 1 1 j------- LIFT BEAM PLAN SCALE: 1/4" = V-0" 6 Grown L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngmup.com AA is 0003325 J MIN d s O a N 4 ti SUBD:v lk IAOT: SILVERADO LOT #2 BLK #18 PAOzzcTp 03719.000-02182 ][ODSL "2045-LANTANA" CSAItAOS 31FMO: LEFT PACTS: LIFT BEAM PLAN 150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"xe" m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. BOND BEAM MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" * PLACE STEEL HEIGHT E 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. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM TYR 8"x16" BOND BEAM m #5 CORNER BAR W/ 30" LAP FOR EACH pP` COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / VERTICAL REBAR W/ 10" HOOK / �s ��O 8x16 DBL. BOND BEAM W/ (1) #5 BAR EACH COURSE TOP OF BOND BEAM •\O O 8z8 BOND BEAM TOP OF • ��\� WI(1)lf5 BAR .� BOND BEAM 30" TYPICAL I .�\\O� U = UNFILLED GROUT SOLID FROGROUT M TOP y9\O NOMINAL LINTEL TO TOP OF BOND # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. OF OPENING WIDTH BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 a\� 16-1 T/ 1 8x8 PRECAST CONCRETE NOMINAI'�� LENGTHOFLINTELWI(iBARWIDLTHOF Q HEIGHT #OF#5•S,TOP MASONRY 0 OPENING-2" BEAM DESIGNATION CORNER IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR THATXFXX-1T/1M OB INDICATESADOUBLE BONG BEAM #oF #ss, OOTTOM 8x8 PRE CAST CONCRETE scALE:3a"=1-0 REINFORCING 1 OF BOND BEAM AND XFXX- iT/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - /T/1MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2a4 (MIN 2 X 3)1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRECAST "4 1' OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" SLOPE FROM EACH END AND 18" 7p b+ m O.C. MAX. MIN 1-1/4" 2 EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL �� SILL CONSTRUCTION CORNER BARS `t ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2"=1'-0" C 5 SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-T L PROVIDE 3" DUL HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES � THROUGH LINTEL. I a ISINGLE #5 CORNER I 3000 TURNED UP OR TAR, URNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM j 8z8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. 8AR(S), AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND, BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-D" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0" A N C N I T N C T s 6 Grow In 44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWgroup.com, AA #: 0003325 Y Z h b e V V D swan►" de LOTi SILVERADO LOT #2 BLK #18 PROJEOTI/ 03719.000— 02182 MODEL" "2045-LANTANA' GARAGE 3MMO: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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 CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER l ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" — — 2X4 BLOCKING BETWEEN AH13T TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE AH15 TO BM. Wl SIMPSON LTA2 USED TO BRACE TOP OF WALL. A R C N I T I G T R 6 Grou 1 LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.00m L AA is 0003325 J R V 04 t O ti aUDDIV. & LOT SILVERADO LOT #2 BLK #18 PROJECT/ 03719.000-02182 moDEIr "2045-LANTANA" GARAGE S'f/WG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12)16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 r NAILS TO GIRDER AND (2) SIMPSON HETAI6 TRUSS ANCHORS WITH (12)16d x 3 k" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W1 i0d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 6", 8" x 4'-0" MAYBE ADDED W/ iOd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 a 1 b 1 c TYPICAL TRUSS/ GIRDER CONNECTOR(S) s"_' 8ERE4 BAIXERSLOCK THCKM 4500 3/4" WOOD PANELS 6000 (2)12' WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST SW GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. /,,I -JOIST CONNECTION @ L.B.W. Y SCALE:3/4"=V-9' (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM. - PLATE DEPTH 114.0 —HOLE EDGE >5/8" —HOLE DIAMETER <2/5'D SGL, STUD HOLE EDGE >5/8" OLE DIAMETER < 315'D DBL. STUD STUD NOTCHING AND BORING LIMITS O SCALE: i 12"=1' 0" ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 --. TRUSS ANCHOR WITH (9)10d x 1 }' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22"x 4", 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �A-(I) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) j" x 5' TITEN HO TO CMU AND (12) SDS }" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) SIDS }" x 1 x2, 2x WCOO FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED V� / (3) I G-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) J" x 5'TITEN HD TO CMU AND (18) SDS }" x T Ix2 SECURED W! tOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) 8B� SAM BLOCK 1RCI0F88 4500 3/4'WOOD PANELS 8000 (2)1/2 ' WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx12 HOG COMMON NAILS. EACH END TOTAL OF 10 —I-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEOMENT L112" 8 (18)16d x LS TO POST., SR DIRECTLY =[L LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" A -SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, S MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) W4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. 0 - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 31 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS Wl (4) 314- SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ��ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # I"UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI1010d TO TRUSS AND (4)114" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 01-0- TO 30'-0" (1)'X" BRACE SEAMS) 30'-1" TO 60'-0 (3) -X" BRACE SECURE 2x8 PT. PLATE (1)'X" BRACE @ CENTER TO BLK W! 12" DIA. (2)'7C' 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 TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED (� la-O" O.C. MAX. ONOT USED V EDGE CENTRAL SPACING SPACING SEE SEE R CHEDUL SCHEDULE SEE FRAMING PLAN L Al SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O W 512" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. = z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY m CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT D(A. x 3" MASONRY SCREWS MAY BE USED, CAMF CPA(:iN(� RFfN IIRFMFNT LEDGER SCHEDULE MARK SIZE BOLT SIZE WEDGE ®TiRALSPACMG A DOUBLE 2x8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2XI O 12" 8" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2xl0 3/4" 6" OIC 16" O/C F DOUBLE 2x12 3/4" 6" O!C 12" 0/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END -ENGD TRUSS SGALE: 3/4'=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO 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 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=V-0" A R C M IT L B T 3 6 Grouoignn 141 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdeskgngroup.corn AA #: 0003325 M h M may.. 0 3 1 ESJECT# BDIV. AO LOOT ILVERADO LOT #2 BLK #18 03719.000— 02182 HODEIc "2045-1,10TANA" GARAGE 87WI90- LEFT PAGE DETAILS 150 M H EXP. B w PRINT 8/03w, DATE" SCALE: 1/4"=1'-0" 8HEET S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/(3)l6d COMMON W/(6)3/16'*x4TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY id-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, �,� FLOOR BRACING SCALE: 3l4"=1'-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING 1 PLATESIMPSONT SPH4/SPH6W/ 10 BTM. FLOOR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12" HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3l4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8"CMU WALL REINF PER PLAN PER ELEVATION A OSO= U O �w PER EL TION s 1X2 FIRE -STOP �- #6 WOOD SCREWS x 2" LONG @ 3" D.C.; STAGGERED OFF CENTERLINE OFF 2x6; � 3/4" AS SHOWN SIMPSON A23 Ai EA. TRUSS q^ NG PATTERNO PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X EDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3l4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED MI AS SHOWN DBL 2X8 EDGER TO CMU W/ 12' EXP. BOLT 8" CMU WALL AT 16" O.C. AND S" FROM 81 REINF PER PLAN END W/ MIN 5-1/2" EMBED. r FLOOR DECK PER ELEVATION 4" rON Z NAIL#K3 PATTERN � U o � $a;�w P RELEVATION m 21 M PRE£NGBVEFRED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W! FRAMING PLAN) MASONRY NAILS 12" O.C. 1X2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=l'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: TOP TRUSS STAGGERED UPPER PLY INTO 2x6 BELOW x 2" LONG @ 3" O.C.; STAGGERED OFF TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING 4 U (TOP 2X4 SUPPORTS 8T. CENTERLINE OFF 2x6;f NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR 3/4" AS SHOWN 2x4 BRACE 0 48" O.C. w/ (5)12d 1'-4" MIN. FROM 2ND. FLR. FLOOR DECK DBL2X8LEDGER NAILS EA. END LINE 2x6 CONT. W/ (8)16d NAILS TO CMU W/112" EXP. BOL 8d RING SHANK NAILS@ 4" O.C. MAX BT.OFFLOOR TRUSS 8"CMUWALL REINF PER PLAN AT 16"O.C. AND 8' FROM INTO BLOCKING SHEATHING NAI ER)LEND W/ MIN 5-12" EMBED t6d NAILS @ 8" O.C. MAX PER ELEVATION FLOOR DEC /4„ PER ELEVATION PER ELEVATION 1X2 FIRE -STOP LL O 3Z rn NAILING PATTERN IOU K #W P RELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24" M FRAMINGLOOR (SEE PRE -EN PRE£NGtNEERED WOOD NAILER WI LAN) FRAMING PLAN) PRE-ENGINEERED WOOD TRUSSES (SEE FRAMING PLAN) MASONRY NAILS @,2 D.C. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ REPAIR DETAIL IF BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/TRUSS PLAN) AT TRUSSES PARALLEL 32" O.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE: 3l4"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED 6 7 SCALE: 3t4"=1'-0' O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE£NG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYR @ 24" O.C. AIN NOT SHOWN FOR CLARITY) MAX PER ELEVATION FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x6 PT. PLATETO BLK W/TRUSS PLAN iRU88 TO TOP PLATE SUM BOARD OR 12"HIGH W/ 12"DIA. ANCHOR BOLTW/ 2" - A -SIMPSON MTS12 TH CLG. BOARD !rPRE-ENG 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U - 990 LBS W/ (14)10d TRUSS TO TOP PLATE wl (2) WOOD POSTTO STRENGTH EPDXY 6"MIN. GALV. NAILS. NAILS SLAB.SEE EMBED. AT 32"CC MAX. B - (2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE Wl 12d's W O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING o" SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD, 0" AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)1W. @ EACH FILL ALL HOLES, DO NOT USE 10dx 3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/iIVOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0-O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16" 108 10b 10c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL J, TRLsSTOPOST caNNECT,oN SCALE: 314"=1'-0" c _ A - SIMPSON MTS42 U < 990 LBS W/ (14)1Od GALV. NAILS. • # B - SIMPSON HTS-20 U < 1310 LBS W/ (20) lOd GALV. NAILS. C - 2£LYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 50' A.T.R. TO HDU4 AND (10) 1/4" X 2 12" SOS TO POST CONNECTION @ L.B.W. ��TRUSS pO8TT08LA13CONlECTION N- SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 51S DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 50" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) i6d x 2-10 NAILS TO POST. 6 B 6 Grou � Inc 41 N. RONALD REAGAN SO LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 M h V 0 O R �p sxmDly. at LOT" SILVERADO LOT #2 BLK #18 PROJECT�1 03719.000— 02182 HODEX. "2045-UNTANA" OAR"Z 9111/ING: LEFT PAGE: DETAILS 150 MPH EXP. B A R C N I T E (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 @ EA. SIDE SIMPSON H10A OR LGT-2 Wl 10dX1 J" HDG NAILS; FILL ALL HOLES 8'-6" PRE-ENG TRUSS FIBERGLASS SHINGLES OVER #30 FELT PAPER ON k O.S.B. MTL. DRIP EDGE SHEATHING OR } COX PLYWOOD SECURED PER 2x SUB -BAND NAILING SCHEDULE 14'-2" ENTRY BRG. HGT KNEEWALL TO BRG. H.T. W/ & CLG. HGT. 2X4 SYP NO.2 STUDS @ 12" O.C. C19 KNEEWALL TO BRG. H.T. WI ( 2X12 HDR 3.1 VENTED ALUM. SOFFIT 2X4 SYP NO. 2 STUDS @ 12" O.C. W/ DOUBLE TOP PLATE SP2 TOP & SP1 BOTTOM 1 V-7" TOP �g O.S.B. SHEATHING OR } CDX OF ARCH 2x4'S PLYWOOD. ATTACHED PER 10-10" SPRING 2x4 NAILER NAILING SCHEDULE LINE OF ARCH STUCCO OVER FELT NITS 12 @ EA. TRUSS OVER PLYWOOD MTS 12 @ EA. TRUSS oo 94" T.O.M. J 2X4 KNEEWALL TO BRG. HT. � LL SECURE TO CMU W/ 10X9" ? ANCHOR BOLTS W/ 2" WASHERS O SET IN HIGH STRENGTH EPDXY @ L 16" O.C. (6" MIN. EMBEDMENT}TYP. A ENTRY DETAIL-ELEV. 'D' PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE P 2x SYP #2 DOUBLE TOP PLATE, — LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 @ EA. STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN — OF WALL, REQUIRED WHEN WALL IS OVER 5'-0" IN HEIGHT 2x SYP #2 KNEEWALL FRAMED — @ 16" O.C. MAX SIMPSON SPi @ EA. STUD — BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN 0 _ SECURE P.T. BTM. PLATE TO SILK. W/ 12"x9" ANCHOR BOLT Wl 2" WASHER SET IN HIGH STRENGTH EPDXY 6" EMBED. MIN. @ 16" OC MAX. M=i2=l999 KNEEWALL DETAIL 1 SCALE: 3/4' . -®' MwArl L44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 wwwabdesigngroup.com AA #: 0003325 J 'i Y h V M 0 yg C ti SUDDIV. to MP SILVERADO LOT #2 BLK #18 PROJECT* 03719.000-02182 MODEL" "2045-LANTANA" GARAGE SIFMG: LEFT PAGE: ENTRY DETAILS 150 H EXP. B • I ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD WITH 8d RING SHANK GUN NAILS AT 4" O.C.AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O,C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE FND. creLE-Ero� qm gaaF M'-{ ROOF WIND DESIGN PRESSURES A -1 ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.67) ZONE 3 = 61.06 PSF (71.06) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DNA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 RING SCREW SHANK (1&20 RINGS PER INCH) Bd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESRA639 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHRANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Zcn w CD w • ati 05 (D c z Z n w GD u Z = u) Z00 Q J Y Z to ao Y 6 W U)ct IJ (n 1� O Z m . w N C. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS AlN1F RLJFATHINr� .___mmmmi -I `'E1 EMMMML 11 s ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING CBd RING SHANK GUN NAILS 0 6" O.C. IN FIELD P. MT. SHErtING ATTACHMENT R ROOF SHEA ING (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or Sd x 2 1 /2" SCREW SHANK PNEUMATIC SCREW -NAILS R 12" 0.B.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SIWLL CONFORM TO ASTM Cad. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%ARBITRIUNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, W EDITION MLEXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31f ALL WOOD FOR BEAMS. BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE. ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64ANL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL S<ABSONiROUTA WHERE 99WATED ON ELASTICITY =1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS WIPED 61NCHES AND SEALED WITHADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORWWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, 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 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. 6I1 EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP LA- 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIFE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOW TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL 'NATNAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL- CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPF74, DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND -rPVWTCA BCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PM AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 Pat TOP CHORD �pconw rd REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf STM CHORD -gOrFOpnCVrre t #5 BAR - 30" X7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD PROVIDE 36' x W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58 11982 15 p6f TOP CHORD 20 pf TOP CHORD (7 PO w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 Psf BTM CHORD 5 pV BTM CHORD DEAD LOAD TO RESIST WINO UPLIFT: 10psf BALCONY LIVE LOAD 60 PO STAIRS LIVE LOAD 40 psf ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VOEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4PSf MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES- (ACI 5301 ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f18 = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL . S RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SMALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8- TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 13-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL .STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N-PRORTO THE ADDITION OF PLASTICIffit CONCRETE SWILL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SFWL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESBNTATME AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3' FOR CONCRETE CASTAGNINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 14l2' FCIR /BAND BROILER 7 FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRUPS 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 = 38 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S, Fy = 35 IRA. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTKw 9� TYPE SPACWG gEWRI(3 MRN:ATKIN SQE SPACING REIMgx3 1,¢PTFUgRINGTO NASQWYICUNC. INgpElEp COx It?LONG, SQC GNGGE DOIXt BUCK To- tq•pM NO WASHER TAPCON w50lRY Fg3TEHEq 30/C 11?EMBEU..f Ero UST.. 11?EWEO6T. SGp, N.Exr. OOCti9 Ia PT, SEE NOTES CASE NARpENEp COIL L11?LONG. 9•dC AGGEREp WIroOW,0001LFA3TENE0 LARD NASONtwCIXIF GAPAGEOOORBUCK T01M90NRY/GONG. t?PIAYH WASgER ExPMEKW 80.T Y�'O'C a'EMBEO�NEro GIST.. S•E EDL4T. wE+oo,Yec« NAgpEEpGGA wlropwmopwFA3TE re#p METAL —To CONTACT THIS ENGINEER FOR SPACING u Pr, sEE NOTESIitAlt?LGNc. srA�eGa`EgEp wTG NAsorarK:pwc. wsaNgYtcoNc. REQUIREMENTS E%T.9WM000OR1311B9N. Pr, sEE NGTEs wAwEq te'dL ?EMBED, B'Ero. ?EocE osT. NOi19EMelG WOW wnu rp mqc. sLAe EXPRNSIIXN ]a PEMBEp. <•Ero •ac ..rEpcE pL3T. T TO STEELPT EEL BUfX SEE 6.t M NOTES 6 6B°P/,F a21Ie• fYO/C P'ENp.OAIT.,11? WI STAGGE EDGE pIST. NOTES 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 NCA OR THE SPACING DETAILED ABOVE & WINDOW AND DOOR BUCKS SHALL BE AS VIDE OR WADER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, A E C N I T E C T 3 6 Ggn rou l Hs41. 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX- 407-774.4078 www.abdesigngroup.com L AA #: 0003325 J h o� 4 y 0 a V a Fe G IPRO SILVERADO LOT #2 BLK #18 JECT/N 03719.000-02182 MODEL" "2045—UNTANA" GARAGE 911IIPiG: LEFT PAGE: DETAILS 150 MPH EXP. B s'2911M'NT DATE: 8/03/20 8CALE: 1/4"=1r-0" SKEET S N1 AD m , 40 7, S,5 �s� le � �. � ��-� s� I, � CEO **7 0