Loading...
HomeMy WebLinkAbout7018 Silverado Ranch Blvd99 0 99 0 CALI HOMES- 0 S � `ORpH RH`�1,5 RpVN'tAORS 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax- (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 8TH EDITION (2017) ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION 04" CD'BIBBIED ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES -FLORIDA FIRE PREVENTION CODE 8TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION *ALL LOCAL AND STATE CODES ADI. ALT. AMP. BD. Cc ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE M.T. MErALTHRESHGLD MTD MOUNT® MTL METAL N.T.S. NOT TO SCALE O.C. ON CENTER OU" XM NLC i/'DATE PG Cl—COVER SHEET PG GN-GENERAL NOTES OUKm CD'6RE-IBBIED 02AVis BIDNG ELEVATION6 ADDED 12602 TELECOM DRIVE TAMPA FL 33637 1 TEL 813) 740-9720 ( / FAX: (813) 740-9715 •OCCUPANCY - RESIDENTIAL, GROUP Rs •CONSTRUCTION TYPE - VB m' ���pp� p���� •MIN. IRMOR FINISH - CLASS B *BASIC HIND SPEED - Vult=150 MPH V6Bd=116 MPH OEM= _ B r�y� *I -STORY RESIDENCE - •2-STORY RESIDENCE - MAR. HEIGHT AS PER LOCAL AND STATE CODES CAB. cLo. CLR. CGNC. CPT. CT. D. DBG D.G.DUAL DIA. DIM. DST. DP. DR CABINET' CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR PL PROPERTY CINE P.B. PUSHBUTTON PH PHONE PLT PLATE PLYWD. PLYWOOD PR. PAIR ILP.T. PRESSURE TREATED R ER SAD. RADIUS RAG, RETURN AIR GRILL REP. REFRIGERATOR RM. ROOM R.O. ROUGH S.C. SOIIDCORE ORESXT EDR PG Al —FLOOR PLAN PG A2D—ELEVATIONS PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS 0146AB CDSRE- 04AW FOOTNGREWWONPER KBOIIEB mrainB CDSRE-WiIED 02/19119 ADDED QlRBLEBB FOOTER AT GARAGl DETAIL /FORT %VERB) OM/8 PLAN MANT84ANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: D.E. DTL. D.W. E. DOWNSPOUT DETAIL DISHWASHER H CH EAC S.D. SMOKE DETECTOR &H. SINGLE HUNG SIT. SHEET SHTHG SHEATHING PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED •�• =. S ' LIVW' 1,020 $a NR. Gu1RAW 430 Eli. PT. ROLAND A. ABOUCHACRA ELEV. ELEVATION SHW,L SHOWER EQ. EQUAL Sim SIMILAR EXH. EXHAUST SL SLIDING PG WA8-WALL ASSEMBLY DETAILS AR No. 93723 ENTRY ib SGL PT, LANAI gQ FT EXT. F.GIFX. F.O. EXTERIOR FIXED GLASS FUEL GAS SL. GL SLIDINGGIASS STD STANDARD SWS SHF,AR WALL A.B. DESIGN GROUP, INC. TOTAL 2,162 Ga PT. FIN. FTR. F MSH FLOOR SECTION TEMP. TEMPEREDGIASS 1441 NORTH RONALD REAGAN BLVD. PRE FRENCHSDCOOt TOC. TOPENT THK_ C FCURB LONGWOOD, FLORIDA 32750 FTC, GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S.TB Tel: (407) 774-6078 OAR. DISP. G.F.I. GARBAGE DISPOSAL GROUND -FAULT TYP. TYPICAL V.N.O. UNLESS NOTED Fax: (407) 774-4078 GL. GYP. BD. CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE V.P. VAPOR PROOF W. WASHER STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN PG SIJA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S3—DETAILS-4ET G PG S3—FRAMING PLAN H.B. HOSEHIB W/ WITH H.C. HOLLOW CORE WD. WOOD HOT. OR FIT HEIGHT W/H WATER HEATER INSUG INSULATION W.I. WROUGHT IRON INT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABILTTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR PG S3.IA—DETAILS PG S3.IB—DETAILS PG S3.1C—DETAILS AND IN NEED OF FURTHER DET G OR EXPLANATION IN ORDER TO BUI.D THIS PROJECT BASED ON THIS DRAWING SLR. THE CORRECT PG SNI—DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A BITTEN R.R.I. (REQUEST FOR INFORNATIONTO THEOR ENGINEER FOR CLARIFI TION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN ► MMAANNER. ALB DS8ION GROUPTTAKES IN NO TIMELY RESPONSIBUUTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI•s HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA $: 000332E 8 sh � a r o 9 BLTBDXV. ss LOTt SILVERADO LOT #13 BLK. #7 PAOJBOT# 04 8.0 2-1 07 >tcoasass 4EBB "1828—CALI" GARAGZ Bwlta3h LEFT PAOIS: COVER SHEET 150 MPH EXP. B WNO 93723 I D 3/08/19 SCAIM 1/4"=1'-O" S?menT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALLBEINCOMPLIANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2D17) .AND IN CONJUNCTION WITH ASCE 7-00. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-M INCHES THICK, OR 2Da INUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 K" SHEET STEEL P MIN. RIGID ON -META WC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOC -CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %2-INCH GYPSUM BOARD OR EQUIVALENT. WMINORIL 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFI L AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8, EXCAVATIONS TO BE A MINIMUM OF T-O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION A PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR UGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIIIBMLO 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 h' 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 P3DD5.2, B. 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 WALLIANERMQLS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR RNNHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, IQ' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KEK-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-CIO63 -I IA AND R703.7. FM RE=TANTCONSTRUCTIOH UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1 /7 GYPSUM BOARD. R3D2.7. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 10/25/18 (RM) • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngfoup.com AA 8: 0003325 L a fP fp EXMDIV. a I/OTs SILVERADO LOT #13 BLK. #7 ]PROJW 04128.002-13071 lWDsza 4EBB "1828-CALL" GARAGZ 9WD4M LEFT 1 PAGM , GENERAL NOTES 150 MPH EXP. B 9 +F 39'-B' D E8E810 O',1�88�8�88� o 18811�8�p o 088�810 - - 0'l0 o • It 11 - - o o'llo -—'yio188�88110 i 1I 1 t - � 1 Q . � O i - -� on - i - �� i BI' 16• o mm - = o ®CC Im V - PER - - - CODE p - r.�� i - nGARAGE - ME 'Y a' II' 11. =TRANS.�t►� = N 018888810 olE88E8110 o18E10 Io1E8110 A � ( f� j - SUIT. CALC. S LIYM 1,826 Sa FT. GARAGE 430 SIM FT. EN7w 16 Sa FT. LANAI 66 &1 PT. TOTAL 2,362 &a FT. Oo1/001FA1D OLAOOIIp1110 LOM A18o SD WOM FOR I IECOW SM ANDMRoof1A E m f0wmubow 1OMI18 MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWMG 16 5 24/-31 DR MIN. CRITERIA B.G.D. MIN. 41 5 23/-" CRITERIA 16010 0." D. 112 1 5 1 20A/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COMMENT = t OAS BLDG. CAT.-D, EXP.-B, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CoNB1oLDAT6 C r TOP PLATE 9 �n BAR DETAIL A SCALE: V1'•1'-0. ARCH I V' lQ111/1/1COLON 4MZ SCALE: 1/4' - I'-0' NOTE! -2-8 LOUV. DOOR UY AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENMG6 15ETUJEEN THE GARAGE AND RE&IDENCE SHALL 15E EQUIPPED LOTH SOLID WOOD DOORS NOT LE&& THAN 1 3/8' (35 MM) M THICKNESS, SOLID OR HONEYCOMD-CORE STEEL DOOR& NOT LEOS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOOR&. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.abdeelgngroup.00m AA B: 0003325 $ q � 3 ss -oil 0 181 it LOTS SILVERADO LOT #13 BLK. #7 PllOJSOT 04128.00 —1307 moaSL1 4EBB " 1828—CALI" oAI%AGX swans: LEFT PADS: FLOOR PLAN 150 MPH EXP. B r AFK' T T; A ABOUCHACRA L AR NO 93723 J aATM 3/00/19 OCAXM 1/4"=1'-0" OiiSST Al BLDG. HGT. FYI" LV12X24 OR EQUIVALENT OPt.COACH LIGHT 0'-0' FIN. W-W BRG. W.T. 0'-0' FIN. FLR MIN. G D _ EQ. SHINGLE ROOF '-0. 01 FRONT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH FYPON BKTIIXM OR EQUIVALENT 16'X62' FYPON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED BAND (TYPJ OFF RIDGE VENT 1�b AREA Of ATIX = 2364 SQ FT. NEFFREE VEFRIATFON AREA REMIRM = I/30D REOUIREDVFNRIATIONAREA . 2354/3M _ 728 VEInIATX1N AREAX SQ INCHES PER FT. HIM) = U34,72 SQ IN. MIN. REWREDVENRIATION _ .SX 1IM72 IN UPPER PORENIN OF ATTIC = 5036 s41N. OFF RID(#vENRunON AREA XS SQ NI. PER VEn' W 36 /115 M MaOF VENRi REQUMED 42339 TOOKIOPVENES PRm m S 'AREA OF ATnC IS THE PERIMREI OF THE ROUSE, LESS 1K OYERMNG (MMR)DROF WAUW EJOMIOR Of WALL. OFF RIDGE VENT NOOVER HANGS WUM) Obb"O' BRG. HGT. 0'-0' FIN. FLR I N. 4' G DE I LIDr r --------------------- I - I 0'-0' FIN. FLR - N. 4 GRQ - LJ OFF RIDGE VENT REAR ELEVATION WALE: 1/4 " I'-0 TEXTURED FINISH " — -------------------------- ----------------------- II OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT a N N RIGHT ELEVATION SCALE: V4 - I'-®' TEXTiMED FINISH AS'-B' BRG. HGT. DECO. DTL. A SCALE: 1/2 • I' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX:407.7744078 www.abdadBRgroup.com L AA A: 0003325 J [a O N( q b x fill eUDDiv as Loaf SILVERADO LOT #13 BLK. #7 PIED" 04128.001-13071 MODBU 4EBB "1828-CALI" GARAGM ewaroa LEFT PAO& ELEVATION F'D" 150 MPH EXP. B WA A w 3/08/19 cAIM 1/4"=1'-0" simr�nADD ELECTRICAL LEGEND BYM DESCRIPTION _w TANDAND SWITCH .4 -WAY SWITCH -WAY SWITCH 1"R SWITCH •E BUTTON ISCON4ECT T ",TAT „e INGI.E RECEPTACLE (pSVJ20-AMP E POLE) IOV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (ECIUIPPED GIEDU TN ND FAULT RRAMPER RESISTANT TYPE) WV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 40: RIOR UATERPRDOPiGPI CEPTACLE (GROUND FAULT RUPTER) IOV QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR D) 0V RECEPTACLE (4 WIRE CTOM NO MC:NTED LIGHT WING MOUNTED LIGHT ENT LIGHT LIGHT L SCONCE PRE -WIRE T PAN WITH LIGHT (I GPM PER 6a FT.) am MULE, LIGHT FIXTURE 6686 OLD LIGHT FIXTURE AOAOAMQ BULB LIGHT FIXTURE ' TRACK LIGHTNS TTIC_ LIGHT MTN PULL C 4AN ( R CABINET LIGHT ® k4' FLUORESCENT LIGHT (RECESSED) ® k4' FLUORESCENT LIGHT (SURFACE L,Arl) 'x4' FLUORESCENT LICdIT (RECESSED) • CESS LIGHT CE86 LIGHT (VAPOR PROM) (LNG MOUNTED LIGHT WITH J-BOX OPT. FAN G P (FIELD VERIFY TION) I-Q -DODO (WALL MOUNTED) m -BOX (CEILING MOUNTED) EILNG MOUNTED PAN B FAN (I CFM PER SO. FTJ N •� Q DETECTOR (CEILING MOUNTED) MOUNTED) DETIcropt IMT.6 N JACK -E PORT NOTES,. • LOCATION OF TV JACKS, 4 PHONE OUTLETS 4 FANS ?ODE VERIFIED • HO'EOISER PRE -CONSTRUCTION MEETING. • ALL D 4 20 AMP BRANCH CIPICU176 TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GR • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER 0,180ON ECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MN CAPACITY OF 50 CFM INTERMITTENT PER TABLE M801A OF PBGR bTH EDITION e201V. • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTER)PPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD 614ALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(DX2) • ALL RECEPTACLE TO DE TAMPER-RE616TANT TYPE AMPS D SYBUILDER AND TSI► OF L1GLIGHTINGMUST BE ENEIR3Y EFFICIENT AN TYPE Ile[ER F1SL. ENERGY IO NSURVATION fRE61DEMTIAL ENERGY EFFICIENCY) 2011. bth EDITION -4041 — ---------------------// OPT. COACH LrGW ELECTRICAL PLAN E, 1/4' . 1'-& GEILNG MTD. LIGHT TO BE INSTALLED, Plob"DE J-BOX FOR OPT. FAN YYY'�Y Y oYo�mm mO��oY© ©lom ©omTR'�0m om III© mQ�Qw© mYmL""1�'RT"'��0m t'.70mY0 YYY�-_.�E6flt`7 YYYe=� ELM Et1i0�E�Y© • IRAULM =�YYYB ©�©©IILA=�1111111730 ELM = 10 .. . . .: .. . .. ... .. m IIIIIIIIIIIIIIII�IIIIIIIIQC3Y Y�IY'.❑ 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCX si1i EDITION (20n LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIIoIEMEWT6. D. ALL CONDUCTORS SHALL BE TYPE TW N/TWIN UNLESS NOTED OTHERWISE. POSER COMPANY TRANSFORMER GRADE PWMDE SO AMP, 120/240 VOLT, I PHASE SECONDA IM ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1.1/2" DIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM (AL) IN Y' DIA SCHEDULE 60 PVC CONDUIT UNLE86 SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. C2ORDNATE WITH THE ELECTRIC COMPANY PRIOR TO DID. PROVIDE 3-2/0 CU, THRN • RS CU IN2' CONDUIT OR 3 •410 AL, TWIN • P6 CU N 2' CONDUIT. f0Or•OU17 TO TERMNATE ABOVE SOFFIT • OVERHANG J CCMISNATION SERVICE ISO AMP DISCONNECT OIUTC 4 AND 120/240 VC M ELCGTRIC METER IN I PHASE NEMA 311t ENCLOSURE mo PANEL 60A/2P I pm TELEPHONE SERVICE CABLE TELEVISI011 ENTRANCE SERVICE ENTRANCE EQWPMENT EQUIPMENT L_ I y INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE C0NMCTICW 1'4 CU SERVICE GROUND C40WWTW TO CONCRSTE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FISCA &114 EDITION (]Ofl). 5/6" DIA X 6 PT LONG COPPER CLAD GROUND ROD 1,441 N. RONALD REAGAN SLVD. LONGWOOD , FL 32750 PH: 407.774.6078 FAX: 407.774-4078 wwwsbdeaigngrouµc AA 8: 0003325 � x will � 3 io 10 osa�e� ax sD:v I.o'lh SILVERADO LOT #13 BLK. #i PlEOJSCT 04 28 601- 7 1[ODELT 4EBB "1828-CALI" GARAsa OWUM: LEFT 1p 1L. ELECTRICAL PLAN 150 MPH EXP. B DATO 3/08/19 aCALM 1/4"=1'-0" E1 kk KITCHEN 2' BRJC ILV AUTO VENT ivx wli PLUMBING RISER DIAGRAM PLUMBING PLAN E 4 " I'-® TO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdes4Mroup.eom L AA N: 0003325 , h LL mm p� Wp aysn:v. as Low SILVERADO LOT #13 BLK. #7 P1WJmCT 04128.001-13071 MODEMS 4EBB "1828—CALI" GA3tAas BVIINM LEFT PACM: PLUMBING PLAN 150 MPH EXP. B 11CRA AFO AR NO N743 XkATA 3/08/19 SCAI.1lk 1/4"=1'-0" ell= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OP NO LESS THEN R-6 RATWG. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC, AND INSTALLED AS PER FDC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL 15E APPROVED UL *1 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 04ALI. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6714 EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (201T) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHWG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH F6C 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE WDER•CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. '! ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR& TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 641. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DDF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN s LKsHT O/A OUTSIDE AIR 8 TWEN106TAT m PA66-THRU AIR GRILL NETS ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC CONDENSER ATTIC W/ (2)-3/16'X2' TAPCON6 UNIT SIMPSON WD ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB -SXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRGERANTLINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE DRAIN 3/4• DIA. NOTE, MAIN COND.ROM OVER HEAD • 12'F STRUCTURE EVAP. TRAY y PVC SLEEVE t0 LINES BELOW SLAB t REFRIGERANT LINES TO PLATFORM-11 RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR &TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3013A HVAC DRAINS SCORIATED NICKEL /—PIN. FLOOR C401UNTERSUNK BRONZE FL. PL. / OR WALL CA. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTUSPEC FLOOR SLAB CLEAN -OUT (TY FIN. GRADE OR PAVING SPEC. 1'-81AW CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 7EE QEXT. GROUND CLEAN -OUT (TYP. N MECHANICAL PLAN SCALE, V4 - I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com ___ AA $: 00033Z5 E a o B 0 IlT mmm a LOTt SILVERADO LOT #13 BLK.+� #7 �4 �.OT1-13071 acoDW, 4EBB "1828-CALI" cswR"Z EMUCCk LEFT PAG2M MECHANICAL PLAN %150 MPH EXP. B rrnnm 3/08/19 INCA* -112. 1 / 4"=1' — 0" 11139111m M1 2X4 TOP PLATE PRE -FAD TIW66 IQ' CLGB . OARD 1/2' DRYWALL -- T`h' 2X4 WOOD STUDS 024' Or_ FIN. RA : STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' OiC. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'-I'-O' FIBERGLASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' Oba SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT V1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY .5/8- GYF'BUI'1 IN OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ ! U- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS Za PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■I'-C' SEE ENERGY CODE FORMS 048LLATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-43 INSULATION WINDOW ATTACM'1ENT AS PER MANUFACTURES SPECIFICATION REFERENCE STRUCTURAL bt2 P.T. FURRNG— STRPS • 24' OG. V CMU 1/1' GYP. ILL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSMAI ON J! 0U3.5. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUE& MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 20 LW i I M tLatve ►a ara uas r as xl' GNP. W_ aft Now a 2B GAS LINE THRU BLOCK vr.r. FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW&.0 ON 1k 0.621, SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-EWA GABLE TRU86 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYP. W' n4CK 2 COAT - FORILMD OFlR FLIaTR APPLOP o"Immy TO nsorwT •rrnovaL alto. a GARAGE DOOR JAMBS D1 SCALE: 2x BLOCKMG BETWEEN TRUSSES PER STRUCTURAL DETAILSI STIFPBACK AT ALL UPR*H PER STRUCTURAL DETAILS PRE-El-4 U.C. TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS JJJ/ SEE ENERGY CODE PORMS FOR INSULATION R-VALUES .PER ELEVATION 5/V GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4U INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bQ P.T. FURRM STRIPS • 24' O.C. V2' GYP. WL. BD. WOOD BASE Proru Fua IL mm Roo FIBEIfrxLASS SHINGLES OVER a30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' Obs. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ _ _ 0'-0' FIN. FLR 0'-0' FIN. FLR, _ 0'-O' FIN FLR a. LA.f . W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES TO LESS THAN 4d2, A 4 1—STORY HIP BLOCK WALL (2)LAAYERIUNDERLAYMENTSYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES 1 SCALE, 3/4'0-0' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.a bdesigngroup.com AAN: 0003325 4 h Pi e� o a 4 @�8 EtUMTV. as L 7, SILVERADO LOT #13 BLK. #7 FgwJwTI/ 04128.002- 7 1[OD�LI 4EBB "1828—CALL" GARAGIR swam: LEFT IP W. DETAILS 150 MPH EXP. B ARCHITECT: ROLM'o A. ABOUCHACRA AR NO 98723 Dw3/08/19 8C.UM 1/4"=1'—O" Elllce 'P D1 A -BOLTS 4' EMBEDMENT MN I EVENLY FROM FLOOR TO 7��■.�LJr_- 9_--0�M] UP Co NAILS. NDlS 2xr aARA41e DooR Bloc W/ ro) VI )PXta' A -BOLTS 4' EMDEOMW MN aV 2W MASHER AND N)T SPACED YFROM !LOOK TO GARAGE DOOR NM N 40WO PRIOR TO FN.LM6. I-2X6 PT [BLOCK a CENTER OF IN DOOR FEARER WKI))FXS' J-BOLTS 4' EMBEDMENT W/ 2W'X%' WA64M AND MIT. 1111 k—._ I MANFAOTUIER'D INSTALLATION b*TRJCTIONO EIERH GUCW NSTRICTIOFB ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4CALI. ur.r-r r---T LM I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR WX4' MR SECURE TWRIU FRAME 4 EXTEND I Yi INTO BLOCK ❑ W/ 41fr' TAPCONS (MIN. SHANK SIZE .145 MR HEAD 612E 300 MIN. EMBEDMENT 1 Yi WITHIN W OF EACH END 4 S' O.C. MAX 6PACING \`-DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +b/4 A A 4- 4 R+54 2X4, m SECURE TO BLOCK W/ >i(I.' TAPCON6 OR (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN W OF EACH END 4 IS' OC MAX SPACNG. 2X6,a= SECURE TO DL WR- TAPCON5(MK T' ANK SIZE J45 MIN. HEAD SiZLO60 MIN. EMBEDMENT I Yl) WITHIN 8' OF EACH END 4 g• CMU IS,' OC, MAX SPACING. K' DRYWALL 2x&, I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-I)(A' CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 900 DOOR JAMS OR WINDOW MIN. EMBEDMENT 149 TTACH TO 2X PER WITHIN W OF EACH END 4 MANJPACTURES DETAILS. IS,' OC. MAX SPACNG 2X4= SECURE TO BLOCK W/ TAPCONG (MIN. SHIAK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X W O.G. MAX 8PAGMG. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL )(A' TAPCONB TAPCON MIN. 1 Yi (MR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" . CHU MIN. EMBEDMENT 149 4r,4- DRYWALL WITHIN 8' OF EACH END 4 W Or— MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8,® SECURE TO BLOCK W/2-4J(I' J(I 0.S8. X 4' MIN. TAPCONS GA81NG (MIN. SHANK SIZE .KS MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. W O.C. MAX 6PACMG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-15S 1l' i�n�1��— 1flliD0I TO BLACK +1-151 8 �6cALE, N.T.S. 2X4,= SERE TO BLOCK W/ (MIN. SHAK 61ZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Yi ) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X W OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6, SECURED THROUGH BLOCK W/2-%' NON-ST JCT V TSAE�STO IR-YA4L (MIN. SHANK 61ZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 6. CMU WITHIN 6' OF EACH END 4 DRYWALL DRYWALL IS,' Or -MAX SPACING. OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%' TAPC0NO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 OR JAMB OR WINDOW MIN. EMBEDMENT I Yi)—ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED 49 NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 DOOR JAMB TO BLACK +2 ��4" B iIDJDO1 TO BLACK +1-1 L IfIMiDOi► TO BLOCK +2 IV BLOCK +2 IV E, N.T . 2X4= SECURE TO 15LOCK W/ I)(A' TAPCON6 (MIN. SWING SIZE J45 MR, HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN B' OF EACH END 4 NOTE, STRUCTURAL 2X O,C. MAX SPACING MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE BLOCK W/2-IJ(4'TA.PCON NON-STRUCTURAL IV MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 cm MIN. EMBEDMENT I Yi) • DRYWALL WITHIN 8' OF EACH END 4 'X4. OR PX2' P.T. NAILER IVOr- MAX 6PACMG. 2XBm SECURE TO BLOCK UW-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO ZX PER 16' OC. MAX 6PACING. MANUFACTURES DETAILS. n01p 4,M Y1®m Ip •uI� awnxt xor swum&) DOOR JAMB TO BLACK +3" E LE. N.T.S. 2X4= SECURE TO BLOCK W/ Vol TAPCONS (MIN SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/2-)V NON-STRUCTURAL if A' TAPCONS(MIN. SHANK SIZE TAPCM MIN, I-Yi 145 EMBEDMENT INTO BLOCK MIN 1 EAD SIZE 300 MIN. EMBEDMENT I Y1) WITHIN 6' OF EACH END 4 8• CMJ l DRYWALL W Or- . MAX SPACING. 2XB,® ❑ 1'X4. OR 172' P.T. NAILER SECURE TO BLOCK W/J-%' 2ND 2X SECURE TO TAPCONB(MIN. SHANK SIZE 6TRLICTURAL MEMBER J45 UV(Mll,d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y49 "-DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO ZX PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YV) DOOR JAMB TO BLACK +3" F TO BLOCK +" N.T . 2X4= SECURE TO BLOCK W/Yi TAPCONS(MM. SHANK SIZE .H$ MIN. HEAD SIZE 300 MIR EMBEDMENT I Yi) NOTE, STRUCTURAL 2X WITHIN 6. OF EACH END 4 MUST BE ON OUTSIDE 4 IB' O.C. MAX SPACING, SECURED THROUGH 2X6:® NON-STRUCTURAL Yo- SECURE TO BLOCK WA-1/4' TAPCON MR I-Y� TAPCONS(MM. SHANK SIZE EMBEDMENT INTO SLOCC .W5 MIN. HEAD SIZE 300 8' CMU MR EMBEDMENT 1V) ' DRYWl4LL WITHIN 8' OF EACH END t EY Or- MAX SPACING. I'X4. OR 1'XY P.T. NAILER 2X8® ❑ SECURE TO BLOCK LLN-114' Y*' O.S.S. X 4' MK TAPO" (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN B' OF EACH END 4 A TO 2X PER .G. MAXATTACH W OAX SPAING. C MANUFACTURES DETAIL& N014 I,a1 M,®p 1O F{IMJM� IOiD,IIf o®P) DOOR JAMB TO BLOCK +3-7/8' 1f TO + -7 6t G SCALE: N.T.S. 2X4= SECURE TO BLOCK W/Yi TAPCON6 (MIN. SWANK SIZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Y4')�� WITHIN e' OF EACH END 4 STRUCTURAL 2X 13. O.C. MAX SPACING. MUST BE CN OUYBIDE 4 7X6,m SECURED THROUGH SECURE TO BLOCK wA-V4- NON-STRUCTURAL i(A' TAPGON5 TAPCON MIN. 144- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' CMU WITHIN 8' OF EACH END 4 )j' DRYWALL IS,' O.C. MAX SPACING. I'X4' OR IW' P.T. NAILER 2X8� SECURE TO BLOCK WA-1/4'ir X 4' MIN. TAPCONS CASING(MIN. SHANK SIZE.145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) JAMS OR WINDOW WITHIN WOF EACH END A H TO 2X PER 18' O.C. MAX SPACNG. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +3 4 H + 39/" 4• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA 5: 0003325 q 2 4 11-1 s LLJ alvsaLnr. ae :.o7, SILVERADO LOT #13 BLK. #7 PM'tOJ=T# 04 02-1071 MOVIn. 4EBB "1828—CALI" GAlRAGM DIFUM LEFT PAGM: DETAILS 150 MPH EXP. B r3/08/19� 1/4"=1'-O"T D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2027 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2027 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W. FLORIDABUILDING.ORG CONTROL DATE:01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH`. 407.7744078 FAX: 407.774-4078 www.abdosWngroup.com L AA N: 0003325 A e a 2 0 > uawiv. At Lo'1! SILVERADO LOT #13 BLK. #7 P140J�CT 04128.601-1 071 >f olm. 4EBB "1828—CALI" GARAGS OwlMcit LEFT PAGZ: PRODUCT APPROVAL LISTING 150 MPH EXP. B L AR NO 90723 I aw & 3/08/19 BICALM 1/4"=1'-O" aram " D3 PR@O"D CONTROL JOINT PLAN= OF CONTROL JONTE TO M WRED TIED To LATH a 1I• Or. MAX (VERT.Z NUM, DO NOT PASTEN CONTROL JONT TO iHe, r EVEN P STUD EK*T8 O�EYLOftD EXCEPT STAPLESV MAY BE U ND To SITMM CCQkTI OL JJ~ TEE, DURN& INSTALLATION — ----- FASTENERS TO OE SPACM —" e T' OD. MAX VERTICALLY / I _ \ J' TWK S COAT CEMENT WRS LAYER O. PORTPIO m OULDIN6 PAPER APPROVED METAL LATH PASIV49D a1' (VERTJ Ctr— MAX AT SIlrPORi'S WRS LAYER at STUCCO WEAP WOOD SIEATHINS \ ur LATH SMALL NO7 r DE COMMJOUS •• ro r wa •• To •• THROUf N CONTROL E Joe, OLLT SHSIDE.ALL SE STOPPED AlD T., At EACH PER A&TM OP6S PROVIDE 2X4 OLOCKN6 T)Sl4 PLACED FLAT MAX W TO V FROM CONTROL JOINT U&CN CONTROL JOINT FALLS ON WIDTHL L FASTENERS FOR LATH TONE NAILS obi - / i STIIUCTURAL STUD STAPLES N COMP(-IANCJ2 UIy ASTM CW&3 2. WM TIES TO SE (W. D) DaaT6' wm A OLOCKINS SHLWN MAY SE IN ADD( \ TO WALL STUDS IRECENPED PER PLMI / O'----A O LPOLD NWM-Wt. A ®,,,LD 1 OIRIAN a PT. e • PIED • 4 • O L P1. A NNItD a ® L MOLD NNIO • P1. A L A z.a.Ass.n.e T. COWAN • PL & /.O111111AN • R. C 4 a� • n, C 4.TILE &ANt M. a TILL Pi.. C TOYCICW* M EOTTQ7 FI.YnI • • • O� O n' &errelN R•~" ENTER TnMr NAL FOLD. QQ Ilia QE. Ur2CNr Ur � MOAT APPROVED WALOWO YRAP SHALL OC LAPPED A IM*~ OF 4.4- SELF-ADIERM MEMSRAME L 6' a VERTr& LAPS (ROLL PLAONN6 (COMPAT111I UV MOIRE T E1,1060 N 6' • HORIZONTAL LAPS, ~ MATERIAL) OVER ALL S!N'IS NEED TO mE TAPED LATH VlRTMAL LAP TO eM Y APPROVED FIOIJEE WttAP. WTH FOWNUR SNEATNIND TAPE PIL On TO EXTEND ONTO PIPE / 1' OR LESS PIPE / \ PENETRATION r MN LAP • METAL LATH \\ tK X X X x x CUT AND OVERLAP OIE SIDE OF METAL LATH SELF-ADI;RINb MlMORANE v IT PLASNMO 1 ► STEP STEP WPM LAYER t I r THICJC S COAT CEMENT STUCCO WIIAP PLASTER METAL LATH Wm LAYER 7. PORTrKMM Ulm LAYER -2, PORTPISER SUILDIN! PAPER � OUILON6 PAPER 6nX= WRAP INSTALL FASTENERS (CLIM, WOOD SHEATHMS MMIRM TAPLEMM \ REQUIRED TO BE OM 2 acALEE vJ'er-a ® KICKOUT DETAIL r MN LATH LAP,.' OIlI ALE- LAP MOIL. SIDE LAPS OP METAL PLASTER SASE& SHALL SE SECURED TO ppbuu a MEMOERS, THEY SHALL SE TIED SRWM N SJPFCKM 90714 0A7415-01L (L21-MM) WANE AT INTERVALS, NOT HOW THAN S' f22S-"U AS PER ASTM CIMS TAL PON REPAIR CP TEAM IN UPS LAYERS, TEARS MAY SE PATCHED WA4=W UR.4P TAPE PER MANIl. SPED OR Film a STICK SFEATMINdr 6TUCC.O WOOD SHEATHING OR CMU WIM LAYER NI, STUCCO WRAP (FRAME ONLY) 'i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS z GAIN. METAL FLASHING i (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT F„ �I ROOF CEMENT ROOF PER ELEVATIONS s ,NI• � I ENTER TOW REAL (980 OR IEn AT Tcw d MOP . L NTIRNCTiDr 5 "L" FLASHING N.T.S. 4• STEP 02 6%&' SELP-ADVERINS MEMSRRE M Abi (COI"PPATE-E Of IlQllbE IIRAI MATERIAL) OVER 4w, SELF-ADIERM6 MEYBRAM PLASNN6 OVER AFTROVED HOUSE WRAP. IL.A6NN6 TO EXTEND ONTO P" CUT AND OVERLAP ONE SIDE OF K ASfIN6 Elm LAYER 9. PORrIIOER MLCO S PAPER METAL LATH OVER PLAIN BELP-A R 4w,r MEMDRANE FLASFRIrs MEIN SELF-ADIEIIIN6 MEMBRANE FLASHND: OVER APPROVED HOUSE WRAP. ■ APLJN6 TO eYTaaD ONTO M 4k4' SELP-ADNERSKP MRI'ERANE PLASaNb OVER APPROVED HOUSE WUaP. PLAeHntl� m exTeNe ewro PIPE %, COIN. SEAR a ASEALANT INSTALL APPROVED FICtINIRAP AIR MILTRATWN OARWER OVER IMAT14M T I PER SECTION g71MILT EEMbr kftw sal OIIa111IE Exterior use of portlarM arced plaster shall comply with the applalbn requlmmems ofASTM C 92612A Installation of exterior laa9 aid iemng shall amply with ASW C 1.12A PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WR5 LATER 'i STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R703.1.1 / A5TM C-641-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32700 PH: 407-7746078 FAX: 407-774d078 www.abdes4ftwup.com AA 0: 0003325 N Z 3= a @ 8 o su'jw k :.oaPL SILVERADO LOT #13 BLK. #7 04128 02-13071 MODILs 4EBB "1828—CALL" GAnA0Z sxtHa: LEFT PAa1& WALL ASSEMBLY DETAILS 150 MPH Ey. B Fn f ` A� P Jtu ROLAW AL CPA AIR NO W723 DA mir s/oe/19 scALM 1/4"=1'—O" SNEW WA1 BACKER ROD BACKER ROD WRD LAYER 01, STLIOCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQ FENCE OF FLASHING TO BE, L BOTTOM. 2. SIDE& 3. TOP VENT CAMP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JONTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ALL AROD6CAULING KS JOINT PER SECTION RTDS.T Exleft Id M m and plinde tp Exterior use of Portland cement plaster shell comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12A. HOODED VENT J' THICIC, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2. FORTIFIBER BUILDING PAPER WOOD SHEATHING (B DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHR Ks UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F PIPE THROUGH WALL l 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED NOUSEWRAP FOR BOX INSTALLATION WRIS LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRS LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRLICTIRAL F!r'eER • '1' OZ. MAX 7b' .To)r MID•WLLL WISCRalD S' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINIaH • nASO,IMY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK( 8' WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -AD R HE NG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP #2 WRB LAYER h, T S UCCO WRAP APPLY 60 MIN - GRADE '0' FELT OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP ®9ELF-ADHERIN3 �tMEMBRANEFLABWING WRB LAYER e2, FORTIFIBER BUILDING PAPER STEP #3 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD RFAOAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-7744078 www.abdesoWoup.com AA N: 0003325 e `y� a a NEW O C sysase. ae LOT: SILVERADO LOT #13 BLK #7 p1iOJ=T 01128.00Z-13071 3E0DEIs 4EBB "1828-CALL" ciARA ZI SMIK 3: LEFT PAGM- WALL ASSEMBLY DETAILS 150 MPH EXP. B AROFMTECTr, STATE OF FLORA of ^� � A CRA NO OS728 R 3/08/10 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 1 2 v2' k CORNER BEAD (FASTENER < SPACIWz s 7 O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.abdesoWoup.00m AA 8: 0003325 C q 8 c a a` O SILVERADO LOT #13 BLK. #7 PnOJmQT# 41 0 -13 71 MODRU 4EBB "1828-CALI" GARAGM MrWIN k LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B RM" A A9O)WACRAI L AR No WM PI D = 3/08/19 NCALM 1/4"=1'-0" e1mcT WA3 LEGEND DRAINAGE PLANE (WRB LAYER al, STUCCO WRAP) WRB LAYER 02 (FORTIFISER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 0000 8MATNUI6 — UEAT1lR RESISTIVE 6APWRR M URATWM IRlMSTIVE � / . solft \ V •ADWERM6 A &WIiai��' oc �` , WRATWEMR,RE"TWe gApotnSTA URATMqR IRESISTUIE M STRIP BAPIM`\ ..-ADHRRMS \ PLAGWNS -�' 6ALVD METAL GALVD METAL P.ASNMD Z• RAswllti D TRM MMDER� `SM ` / 'u1�0oSTReM� i AL GAP UC.&ULKNG OR APPROVED SEALANT i SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774�4078 www.abdeoWWoup.com AA M: 0009325 h � 4 summm a WE SILVERADO LOT #13 BLK. #7 I]PROAWT# 04 8. 02- 07 1WD�I4 4EBB "1828-CALL" GARAGZ Swam: LEFT PAOZ: WALL ASSEMBLY DETAILS V. 150 MPH EXP. B AFOWrEaP. A. CPA NO 9ci729 r 3/08/19 M 1/4"=1'-0" A4- 2x6 SUB-BAN17 W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK DRIP EDGE I� -1/8' TEXTURED 1 FINISH s WOOD I �� 1/2' TEXTURED j FINISH ® CMU / METAL FASCIA WRAP Ns' FROM ` STUCCO, I' FROM �\ WOOD WALL EXTERIOR WALL ` (FRAME OR CMU) \� ♦♦♦ NOTE: NOTCH FOR 2X& ♦♦ SUB BAND ONLY W,A mi MY ®ELEVATION T/W TEXTURED FNIBN • WOOD. In. TEXTURED FN16N cmx . x x x METAL LATH x x x x x METAL FABCW WRAP WOOD BREATHING x x x x x x OR churl UJRB LAYER al, x x x x x x I BTUCGO WRAP(FRAME ONLY) x x x x x x x x x x x x - UIRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER FRAME OR CMU (FRANC ONLY) x x x x x x x x x x x x x 2X6 6UD °AND m RooFNG CEMENT x x x x x x x x x x x % FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x x x - DRIP EDGE x x x x x x x x (REFERENCE POINT META! KICK OUT x x x x x C PL,�,N 8 O _. ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \ FOR CLARITY ROOF DECK (BEYOND) 41. DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH ® CMU —2x(o SUB -BAND W/i'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ' -- Cs -. TRUSS lge"—WALL LINE TO AVOID CONTACT W/TEXTUFINISH Z—ar-AMBED TO TRUSS 2x SUB -BAND W/%"x4' NOTCH A END METAL FASCIA WRAP ®FLAN A DRIP EDGE EXTERIOR WALL i. (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x W/KICK-OUT AL FLASHING, WRAPPED Y4' ABOVE BOTTOM OF P EDGE AUB-BAND 'x4' NOTCH s 1, WRAPPED IN ;L 4 STICK OF CEMENT )F EDGE umiTTED FOR CLARITY iME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdostpgroup.com AA 8: 0003325 L a 8 NJ aysniv t>s LOTt SILVERADO LOT #13 BLK. #7 pnoj=T# 04128.002-13071 moain. 4EBB "1828-CALL" oANAOM swixo: LEFT pAOa WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B D 3/08/19 SCAM 1/4"=1'-0" 01213c" WA6 3'-4, 15'-10" 9'•8" 9'-8" '-4" — — — — — _ FM-12X18 I §I � 4" CONC. � LLI SLAB wxi F-24X24� *-31,2 I 10 10'-0" I 1.1 , EXTEND FM-12X18 1 SLAB 1 1/7 1,1 I I I I I • I [y 15 'OF I. SLAB I� I ILL I I I I •I I I �I I I 'I LLI I I. I 15'-8" 5.4r 1914" I 4" PVC CHASE 1. L — — — — ' I +5 1/2 4-1 17'6" 2-r 3,-0 5 I I I• N I I EXTEND 1 . I 2 SLAB 1 1/7 -- 1,1 •I � 4"CONCFM-12Xi8 • I ; SLAB +312 ;fI 3'4" I I, 712 2 - J MC-12X18 FM-12X18 FC-1218 M18 JM 4 4 2'-8" 16'4" 2'-W 3'-10" 10'-2" 4'-4" 14'-0" 21'4" 39'6" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WU WINDODOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13NDICATED #5 BAR, BNDICATES #8 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN W HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'6 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.53D-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Pm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT MM PSO, UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W AM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 64 W1.41WIA--R GENERAL 3 1- ..IL— COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH WO'LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. LONG TE-1 8" SEE PLAN 1(r - - FM-12x12 12, CONTN IT (2)#vs FM-12K18 1 ' CONTINUOUS 18" FM-16x1B 16" CONTINUOUS iB" - (2) b FMC-12x18 12" CONTINUOUS 19, - (2)#5's _ F-24X24 24" 24' 1 s - a'-4• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdasWngroup.com AA #: 0003325 m 2 1IWW3DD Qj B 8 O g avaniv as LOTt SILVERADO LOT #13 BLK #7 PROJWT 0 4128.00 -1 07 molmm "1828-CALL" GANAGN 81M402 LEFT PAGIM FOUNDATION PLAN 150 MPH EXP. B YAAMBOMOCKAI'M AR NO 90748 D � 3/08/19 OCAUM 1/4"=1'—O" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 601 30" MIN. EACH WAY MONOLITHIC FOOTING }v .v STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a" O } t SPACING REQUIREMENTS' r o_ uj j 's—FM GARAGE DOOR N a "�.•: v,. 7 RECESS 0: y Z 8" CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS BAR to W B+ fO o ? +- ,'I IN FOUNDATION WITH 3T LEG EACH ° uj U b + - .p• 9. • WAY AT ALL CHANGES IN DIRECTIONS N TOP OF SLAB TOP OF SLAB I ... ai SO THAT THE STEEL REINF. IS CONTINUOUS v MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB W/ 1n" ISOLATION 4' SEE SLAB SCHEDULE BAR SIZE 48 BAR CIA 4" CHAMFER (1STORY) 'I`3 13' ; .�'-^ SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SL48 CHAMFER ' a. I . 'I CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE '- l Lp, MASONRY UNITS SET AT ELEV: JOINT (VhiFRE t. � � e" CHAMFER (2-STORY) #4 24. W/ in" ISgATION 4" (15TORV) S" CHAMFER (2STORV) .: B_p" APPLICABLE) z SEE SCHEDULE #S 30' JOINT (WHEREi APPLICABLE) EE SCHEDULE Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR VVXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 47 AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO r,_'�EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3l4'"=1'-O' &,_"�EXTERIOR SCALE: 3/4'=1'-P GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: W Ch a N NEW REINF. BAR 2" CAPPED ¢Oo ¢ a SECURED W/2-PART a S EPDXY. MIN. EMBED GALVANIZED PIPE J g 8", UNO W/FLANGE 0 BASE p FOLLOW ALL MANE y SPECIFICATIONS FOR Q %USE AND PREPARATION OF Z HOLE. SECURE FLANGE TO ul SLAB WY(4) 1/4" X 21/4" TAPCONS 4" CHAMFER (I -STORY) e" CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 6 SCALE: 3/4"=T-0" SCALE: 3/4"=1'-(Y' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d qgs CL 0 w 8" CMU WALL 0 I°., .. TOP OF SLAB SLAS SCHEDULE = Z •3EE "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND !::::::!FFOR POURED MONOLITHICALLY WITH FOUNDATION AND SLAB EDULE ,BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- AND COL. PAD SFOaTING SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX: 407-774.4078 www.abdosigagroup.com L AA N: 0003325 *a i i sysaiv a# =.oar SILVERADO LOT #13 BLK^ #7 lmwa 0Tfp 0�— 071 �coas� 4EBB "1828-CALI" GARA02 swneo: LEFT PALM DETAILS 150 MPH EXP. B ffm DA3/08/19 sCAIM 1/4"=1'-0" Dime" S1.1A DOWEL PLAN SCALE: 1/4' - l'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774,5078 FAX: 407-7744078 www.abdes4p%group.com L AA M: 0003325 yp7 a0� a cl summ a. EVM SILVERADO LOT #13 BLK. # 7 P1�OJ�CT� 4 0 -1 71 mol"m 4EBB "1828—CALL" GARAOU 8wnNG: LEFT PAGIM DOWEL PLAN 150 MPH EXP. B D 3/08/19 8CAXM 1/4"=1'-0" T S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110'HOOK -GROUTED BOND BEAM w IN t.d.l 5 5 CLEAN OUT REQUIRED 0 ' FOR INSPECTION -Al lZ • TIE_�ERTICALREBAR n� 3 • TO HORIZONTAL . a.: REBAR -/ 'HOOK ...._4— BAR SIZE 148 BAR DIA Z #3 1S" >O #4 24" ^ U #6 3V' #6 36" HORIZONTALNERTICAL #7 47 REINFORCING SCALE: 3/4"=7'-0" #5 BARS a 6..1 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=l'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4076 wwwAbdesWkgmup.com AA #: 0003326 x sp sp A SILVERADO LOT #13 BLK. #7 [P%WJWT# 04128.002-13071 MODE .1 4EBB "1828—CALL" OAAAGN OWUM: LEFT PAOEt DETAILS 150 MPH EXP. B Dw3/08/19 ®CALF: 1/4"=1'-0" smIsm S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED WP (10)d x 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x i 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN W STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" • x 2 7/8" LONG, WITH WASHER 4$16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF UNTEL/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 SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)#6 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS N96 SAFE LOAD - POUNDS PER LINEAR FOOT �f�MP6 SA LOAD OAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH etas e.p gum from TYPE LENGTH �M ACPN TYPE LENGTH W" war W04T 1t%saf #pa,T arar 604T Hoar WIMT wt4R WMIT .7saf Lahr ir®iT SW amme Worms 1I7pIs Wawa MCI eM•H wru rd (4r) PRECAST �, am sw as sat m =I" (4r) PREGBT 1o2a 1a84 +Wee rd (44') PRECAST t! MO ae .04 MIN 41Ia 7001 4M eI. 7M7 sa4 .r4 IIe. N. a. sat 4M M. sm 7a1 4d (46') PRECAST 19e6 2.1 as 4! an M4 4aI M (M) PRBCMT 7e6 7,q 1309 4b• 4+e•1 PRECAST m! WE as a. 4w 0 ea E., as au 7M7 an ,!I It! 1! aM s! e. 4„0 4.s em 44• (e47 PRECAQT te99 sI. m as 4m sw 01 /l6' PRECAST 892 e91 1078 ad �) PRECAST "or am am ms A. sit wo 4! n. TWO sm "m Iles va so. as ms 40. 4R1 M p4) PREOABT 1217 .r ,! e„ as ,w B< RN•) PREC4VA 411 411 746 rJ• pr) PAWAor Im , ms !. as IMI 4mrd I010 as 7w Im Im ma tots as tow 4m F-10, 1709 PRE ABf 1062 H00 lm wl a10 i. !s Mi0 e'-7C Or) PRECAST 3S 229 $16 NS cm PROMW so !0 Ma i.0 aw t4sl I tll 4! Iw • tsa 010 111111111 Iw a s 41111 ed (7C) PRECAST 69e Ms rd P6') PRECAST MYrn 41b ad CM PRECAST to air s.o m ems! m mW I! 1ao Will Smil a. Td (99.1 PRECAST 743 as 2al PRECAST 4i/ BM 383 7l6' PMPRECAST lwslt t l f1.0 m75A' w tm ON =Ma m a77s r•4' 11 PRBCw6i (� ee4 M Hp I! a01 711a 1p as ar nor) PRffdIBT 326 et2 230 ar („r) PRECABf ! IN 11 " m ,! Ins ,! am en ! ,m I .t4 I,w I aw ss. I"(126") PRECMT 416 ! ! ten Rw as aw a! +0'd n269 PRECAST M40, 16D 1016' (193� PRECAST ! w m / f11 60 m Ist1 a. am tt. tw 11wj fm Im = ta. 11V' nee? PRECAST an an an Iw ,WI SIR 400s 114' (itl� PRECAST 260 4� 1" 11'4' Hen PRF!/18T 4ri at ! tar 7N 1m m P16 .e 1m 2W 41a m M a7 mael Iva 14. fats* aw 1rd n441 PRSCAffr 33'7 w m 1! 1w 2"s m m +2W (14n PRECA6T 2M 462 1ST ,rd n+n PRECAST 4MM AI ! 11 1 1! s. va =4 106 am sm : ! s. 1= ifflo.as 184• pen PRfiG18T 216 471 m Ias 1M 1! 'MR !, 134• (160•) FRECA6T M7 334 110 IV-C (ISM FROMM 4M ! w m ,w 1 ,! at m willIM m! 9. sM M M m /M 141 tsa W-V Her► PISCAST 2ro M 7a .m wr afa WW ,410• (+er) PRECAST 206 20 100 14d (idn PREGBT ! ! ! 7a1 w 1! 42 m „m w7 tsa Iw as 4. M nT Im I t 11a 11'd (176') PRE6iRE38® NA w w M w w NI w +' n7r1 PRF ED N.R. 2M 9, Wd n�•► PREeTR�e® ! ! ! ! m ! as ! ! w un 1IN mm M m ,m m ,m en as we n64'1 PM,- N.R.m w w w w w w low Hen PRB8TI6 N.R. 2D6 a 1" (1M T ® m ! 4,s M M m ! mw m laftj &II use. I! m m 1m = as a. 1M am PRE NA M Wt w w w w ir-4• O) PRE1111R5mm 1 & 194 64 1" am MAWAM w w ! a0 M ! w To w t m 1s71 m low w 6M m .. 1w .. 2w 1vI• R32'1 R NR. M w w w M FI6'IRFBB® NR 144 S ,94' Ret') PRE41RB16® w w m ! m M 6wa er w st, w , m ,m ! m m. 21'd p860 NA w w w to 2144• PREBT NA 21W P.i PRBi'i ttl w al ! ! m ! m M m ! sr ! 1sr w m ! M 1114 1! tlls 2rd (7B1') PRB21RS88D NA M w w w w w 22t0' ') PREBTAIBtIm NA t 2rd C16#'1 P to ma ! ! M m M w a. ! 7s4 ,sa t! t! u7 Iso ! ! ! m s. ! m w M ! a 24'd pP69 "o NA M w w w w M w � on PREBTum NJL 24•d (2 n PRonva m W M m I m w M ! wm we w ! M ! ! t000 .9t (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUEBTAKEN FROM %AFE LOAD TABLES BY CAeTCRETB MAY 2015 ENTION • PRECAST PRODUCTS BY OTI1M S70 MEET OR Fwsm VALIIM STATED MOVE -ALL PRECAST P RODIM AM TO SE SISTALLEO PER MANUFACTURES SPBCIFIGTIO616-PROVE,E WM MC OF KWM PMBT EACN BOEOF M3 OMOPOM PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE*: 16-0126.03 11 SF16-11=13 BF18-1TIOMA13 8F18-lT/0MMB II 1 1 i � I 1 ♦ ♦♦♦ 1 1 J# ♦♦ 1 4► k 1 ♦♦� 1 i LLI 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1� ILL 1 I 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r ----- i I I L ----- J 6RF14- 1 T/OM/DB LIFT BEAM PLAN. UNO, PROVIDE B81 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", LINO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesfgngmup.com L AA A: 0003325 66 r Ck Ip BIt7aDIV jaks LtOTt SILVERADO LOT #13 BLK" #7 P 4o28 -1 071 molmm 4EBB '11828—CALL" Gwt�wGa ISTrrIxG: LEFT PAGat LIFT BEAM PLAN AND NOTES 150 MPH EXP. B L AR NO 007= A a � 3/08/19 sCAIM 1/4"=V-0" slain s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' V QF�\PLACE STEEL REI FORCING(L2) �6C\a AS DEPICTED HEREIN. \ / 0 A \C\ ' F = FILLED W/GROUT U = UNFILLED NOMINAL *BEAM #5'S, IN 2NO BOND WIDTHHBEAM COURSE �16-1 T/1 IAA/ B NOMINAL g. Q� HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT *OF #5 S, BOTTOM THAT XFXX-iT/1M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST•31FA" a WINDOW SILL = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'kB I m i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH .(1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST iaYb TWO COURSES ARE BOND BEAMS WITH A#6 BAR IN EACH COURSE. TYP. BN18' �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL 8" 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. 8xi8 DBL BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W! (1) aY5 BAR '.4. BOND SEAM GROUT SOLID FROM TOP LINTEL TO TOP OF SCND OF OPENING BEAM Sx8 PRE -CAST CONCRETE LINTEL W/ (1)#5 BAR (L2) MASONRY LENGTH OF BAR =WIDTH OF OPENING-2' BEAM DESIGNATION OR 2 6x8 PRE -CAST CONCRETE SCALE: 314"=1'-0' LINTEL, W/O STEEL (L1)REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114"18" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8' FROM EACH END AND 18' O.C. MAX. MIN 1-11W EMBEDMENT 2.8 (MIN 2 X 3) 2-3/10 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD S1ZE .300 MIN EMBEDMENT 1rSECURE 1/4") 8" FROM EACH ENDAND W/18"OC. MAX. MIN1-1/4" END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-lY' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www,abdesigngroup.eom AA#: 0003325 J s tl a au=xv. ae Loai SILVERADO LOT #13 BLK- #7 PlloJmCTA/ 04128.002-13071 moaa:u 4EBB "1828-CALI" oARAGZ sVItxo: LEFT PAOIM DETAILS 150 MPH EXP. B L AR No 93723 A DATA 3/08/19 ■CAUM 1/4"=f-0" .li1mT S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED VW (10)dx 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-2F, POWDER ACCTUATED FASTENER, ZF 72 P81536, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEIUNGS, AND A7TIC 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. CJ1 CJ9 CA 7A i c C 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE AS NAILED TO ADJACENT TRUSSES 1H/ (2) 18d COMMONNAILS 6 SECURE TO SM. W/ USP HLPTA76 USED TO BRACE TOP OF WALL. Sj $ — — �� - 1 M 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 1 m 1. FRAMING PLAN SCALE: 1/4" = 1'-W 00 .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.774-4078 www.a0desWWoup.wm AA /: 0003325 8 IC m svan:v ae rwoa� SILVERADO LOT #13 BLK" #7 0�- 307 wommu 4EBB "1828-CALI" 0ARAGs sw01M LEFT PACial: FRAMING PLAN 150 MPH EXP. B Dw3/0B/19 ®CALF 1/4"=1'-0" S3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/10106TO SHEATHING TRUSS AND (4)1/4"x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL H (9) A-(1)USP HTA18 TRUS7kAND 10d x 1 12" TO TRUSS. # 1900 UPUFT (2) USP B-(2) USP HTA18 TRUH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 12" TO TRUSS#176M OPPOSITE FACES OF DBL STRAP, 1 EACH SAND BLOCK WALL W/1010d TO OVER TRUSS (NOT SH TRUSS AND (4) 1/4" x 2 i/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2z SECURED W7(3j 18d GALV. COMMON NAILS.ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES ® 24" M. GALV. COMMON NAILSSUBMIT SHOP DRAWINGS 12. O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT =U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ S(1 b GIRDER CONNECTOR(S) SCALE' 3/4"=1'-P (2) 214 No.2 SYP DIAL. 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 0.4' TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 50'-0 (3)"X" BRACE E SECURE 2x8 PT. PLATE (1) "X" BRACE ® CENTER TO BILK WY 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY&' SEE ARCHITECTURAL MIN, EMBED. AT 32'OC MAX IE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S" STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's a EACH TRUSS TO BE INSTALLED 0' 10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. (D., BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" OUTER 1/3( SPAN ONLY NOTCH DEPTH 1/4'0 Vnl'E / OlE EDG>5/&' /—HOLE DIAMETER < 2/5'0 SGL. STUD BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 V2"=1'-(" EDGE>5/8" HOLE DIAMETER < 315•D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE 03MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1' 0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 'ti I a O small. a L/01! SILVERADO LOT #13 BLK. #7 P1tO' 4 2 .00 -13071 &WDZT, 4EBB "1828-CALI" GAIRAGZ awns: LEFT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS 4'-0' O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS)(BLOCKING TRUSS (TYP) (M 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK 47,W/TRUSSPLAN W/ 112" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY V' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's S" O.C. MAX CONC. POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2)10d's EACH TRUSS TO BE INSTALLED 010-0" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS cQ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com L AA M: 0003325 s o $ stnmxv. ae LATs SILVERADO LOT #13 BLK. #7 PLlO'T 4 -1307 moon 4EBB "1828-CALL" GARAOR BlnNCk LEFT PALM DETAILS 150 MPH EXP. B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ® EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0" (1)1V BRACE 30'-1" TO 60'-0 (3) X BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUS -I FROM CENTER TO END. UPRIGHTS OVER NAU' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA CONeTRU. SEE ARCHITECTURAL TRU 2x SECURED W/ (3)16d ENGINEERED W GALV. COMMON NAILS. TRUSSES @ 24 1x2 SECURED W/ 10d SUBMIT SHOP GALV. COMMON NAILS FOR REVIEWRAT RUN 12" O/C AND APPROVAL/ (2) 12IN 0 MASONRY BOND BEAM S SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 ww Abdesig Woup.eom AA B: 0003325 h m 2 j O O Sunwv. I LOT: SILVERADO LOT #13 BLK. #7 PAOJZa T 04128.002-13071 MODZIU 4EBB "1828-CALL" GAlcAGZ W V Mo: LEFT AACZ-. DETAILS 150 MPH EXP. B Dw3/08/19 SCAIM 1/4"=1'-0" S?IITm S3.IC ON3LE-END s A ROOF WIND DESIGN PRESSURES NET (GROSS) A -10 ZONE 1 = 8.97 PSF (19,97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT , 0.18 ROOF WAPFItAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WTH So RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS Q 4" O.C. EDGEWISE 2K4 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 12" 0.120' 170,000 RING SCREW SHANK 0 RINGS PER 8d SCREW SHANK 2 12" 0.120' PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR BHEATNIND USE 12" CDX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK CLAN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS G 4" O.C. TOP & BOTTOM EDGES J z 9 W. Y Z = U, J y O 3 Y j .J O N Y Z 3 W W_ to N v v w LU D W a TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER OR TRUSS —` 111.11111111111111,1111111111` ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FWAMI'KI 8d RING SHANK GUN NAILS . �6"0 C. INFIELD:` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS Q 12' O.C. IN FIELD or Ed x 2 1)7 SCREW SHANK PNEUMATIC SCREW -NAILS Q 12- 0.C�ILJ FIEW J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES; ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SILL BE Mr. STRUCTURAL DRAWINGS SWILL BE USED IN COW UNCTION WTH JOB SPEGRCATIONS AND : WOW:PROVIDE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT 6%AIR ENTRAINED CONCRETEFIO+OSFDTO EARfHORNEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN qLL®EOG�OF CONCRETE ARE TO BE CHAMFERED ON STRUCTURAL DRAW NOS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, bd1 EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318.14, BUILDING CODE REQUIREMENTS CRIPPLERSSILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb -1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE BdAIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 3LA840NGROl#D INE]E INDICATED ON VAPOR BARRIER MEMBRANE ELASTICITY'- 1,400,000 PSI. ALL HOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SE IETAPF PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NOWSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMA -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM CORROBORATE TETRAHEDRAL (DOT). MOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SWILL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -NARK, 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 WTHAG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORMANORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM RAILING PER FBCR 2017, BN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE NARK, 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 #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -OOHS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLASON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf 20 psf TOP CHORD nonawDDune t 10 psf BTM CHORD alon•concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf STM CHORD DEAD LOAD TO RESIST W ND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED .150MPH 3- SECOND GUST (ASCE 7-10 (FED R2017) EXPOSURE B, RISK CATEGORY 11) SHOP DRAWING REVIEW: SHOP DRAWINGS W LL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWNGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWNGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS W LL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERW SE SPECIFIED IN WRITING BY THE ARCHITECT, FOUNDATION1 SITE PREPARAMN: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHMCAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE 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' 4 PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, FTC. CONCRETE TICKET8 SHALL BE TIMESTAMPW WHEN CONCRETE IS HATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MAX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW 8 1AU BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY SO'OSED TO EARTH(FOINDATKwST B FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1.117 FOR 05 AND SMALLER 2' FOR"AND LAR M C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR S AM WALLS AND JOISTS 1-1W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM A165, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED T-O" OC, EACH WAY. REINFORCING STEEL' REBAR SHALL BE ASTM AS15 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAW NGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR • 30" #7 BAR • 42' PROVIDE 36' X 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-CIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METALPLATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPIM/TCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI ASS.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND VW LLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DCAAEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT OUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH RNDIVIOUAL TRUSS AND FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OFTHE PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWNGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY eTwl rn Iwcw nun rnuucurawlFwl A. LICENSED PROFESSIONAL ENGINEER. PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE ALL BLOCK WALLS SHALL BE NA -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM CJ90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IRWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTU NED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWSE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUMRAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, P/ - 38 Inl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 48 ksL STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SWOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SWILL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-0FF-THENUT METHOD. ALL ANCHOR BOLTS SWILL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHILL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER NWUGTIIXJ SIZE TYPE SPAPNG REMAPoCS —CAPON gIg ttPE BPNgNG REMNRK4 I x3 PT PLRRINOPo CASE ..ENEOCOIL A, N3/AE00OR SICK oO-SON2Yl�NC SEE DETNL BEE DETNL BEE DE- SEE DETNL MASgYRY/GONG N 1I—LONG. . SOD. AI. EXT. DOORS 1r PT, SEE NOTE -SE HARDENED COIL NNLI I—ONG. A'OC 8Tp006tED WINDOwDOORIFN3TENm INfOrMEOw-ONC. GN3N3E—BIIq( TOMASDNRYICONC. BEE DETNL SEE OEMSEE DETNL SEE DETNL WMDDW— CABS HMpENEO CqI S'OF WINDOw/DOgl—ENm METNL BTRPPTO CONTACT THIS ENGINEER FOR SPACING Ir PT, SEE NOTE6 -11-LONG. .—SR. Irmo MN�MYINNC MAsoNmrcoNG REQUIREMENTS EXT.—No DOOR (21311 e'qA "TAPCON' 1A QC 11IZ"EMBm,B"END NON.EARINO HOOD ilZ" EXPNNBION 1'EMBE0.1"END 24 QC BUCK 2" PT. BEENDTE9 NO WNaIER FASTNER D19T.,11/2"m0Eg8i. WKLIO CONC. SIAB WI WASHER BOLT DUST., 3-EDGEgST. PT TO STEEL COL, Eff 01PAFx2— B'qC 4"END. DIST.. 11? NOTES W'r3B'WASHER STAOOHim EIX3E q8T 11STAPLES 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. PAP SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILEDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILEDAND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdes4pWoup.com L AA 8: 0003325 TTltltltl �pp� �E��6mq+r pi spp O Q O stTmxv. ec LATI SILVERADO LOT #13 BLK. #7 Pn0J=T 4 .0 -1 071 4EBB "1828-CALI" GARAoa XIVZNOI LEFT PAS& DETAILS 150 MPH EXP. B a 3/08/19 OCAZU 1/4"=1r-0" SN1 �", )Q/uD k44vll' � 2-t -Vur9 f--