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Home My WebLink About35615 Burma Reed Dr99 91828-4EBB-CAL19 HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Q��JP � �.J��-� ��o- 6Qy Tft1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .gin= &IMmyA� cOM ABV. ABOVE LAV. LAVATORY DATE DESCR�TION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 CH (=7) -� 1ACJI. �TaCOM -OCCUPANCY _ GROUP :CONSTRUCTION TYPE - VB ;MIN. INTERIOR FINISH - cuss B WIND SPEED - Vult=150 MPH Vasd=116 MPH - B �1-� RffiIDSNCE - A/C ADJ. AMP. BD. CA& CLG. CLR. CONC. CPT. G.T. D. DBL. D.G. AIR CONDITIONING ADJUTUSSTATE AMPERAGE BOARD CAABBIINNEET` IM CLEAR CLEAR CONCRETE CARPET CERAMICTILF DRYER DOUBLE DUAL GLAZED LUM. MI'R. MIN. M.T. Ma. N.C. O.C. PL P.B. P. PLT. PLYWD. PR. LUMINOUS MEDICINE CABINET MIND" METAL THRESHOLD MEE A`.`ED ON CENTER SCALE ONTENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR 0b M C4D* j1ED ARCHITECTURAL SHEET DESCRIPTION OL�B/B �� R IPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES G AZ -FLOOR PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN ~6 COS RE-46ED OMYS SIDNGELEVATIONSADDED COWS RE-M&M 04/191b FOOTNGREVISIONI'ERhLBOUEs p+Ryg CO'SRE.08UED 02ft" ADDEDQIi01.ESSFOWERATGARAGE DETAIIMWMYERS) 0172AS PLANMANT80NCE •2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURE TREATED PG M1—MECHANICAL PLAN AND STATE CODE DIM. DISP. DP. DIL D.S. DTI. D. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH IL BAD. RA.G. REF. RM. R.O. S:C. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING S�Gaae�TeEXTDRCTOR PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS OVAM REVISED LartEL SIZE AT R:ONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: M44119 ADDED ADDff04AL �EPiAC F N GARK� PER WLL BATSON A'ELBJ SQ.FT. CALC.'S �V18ED HyAC YOUM ON OWT CALC SCNEOIIE (ME .B.) 46m/1s ADDED'EkTERIORMOW DEEP FOOTER'DETAIL aiaLw(OFV LWM 1028 ba FT GARAGE 43m ect PT. ENTRY 8 Ga Fr. LANAI 88 SGl FT. TOTa 2,362 $GL FT. 06M" ADDED LED LK,FRS • KT(CHM I BAIN PER MARK 801M ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONAL.D REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG SHEATHING EXT. EXTERIOR SHWR SHOWER F.G. FUEL GAS FMD LASS Sll`.' SLIILAR D FIN. FINISH SL. GL. SLIDING GLASS FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FIG °R FRENCH FOOTING TEMP. IEMPEERRED GLASS ON GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB GF.I. GTERRU TER CIRCUIT T.O.P. TOP DEFLATE INTERRUPTER T.O.S. TOPOFSIAB GL. GLASS 7YP. TYPICAL PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA8—WAIL ASSEMBLY DETAILS OVBna ADDED syc E OP(ION ELEvATm c , D (TAFPA) ppMM ELEvATM V WM-ADDED LOUVER • GABLE ROOF �� (" 8�-0' CEILNG {EKIHTB OMPM REPLACE USP 0 ECTORS WTH SR'P6ON CONEGTORB 0M0V1® �� RADON PLAN 04W" OPT. W-O' CLG. NGT.- ADDED LED LKi1T N FOYER 04AMW OPT. B.-8. �G W.T. ELEVATION ,C•- DEVISED W&ff OF ARCC"Y ,m ,, �,,,, V A TV (Oft) STRUCTURAL SHEET # DESCRIPTION GYP. BD. H.B. Hoa HOT OR INT. GYPSUM BOARD HOSE BIBHOLLOW EADEERCORE INSULATION INTERIOR UN.O. W. W1 WD. WDW. W.I. UNLESS NOTED OTHERWISE W HERRooF WITH WOOD WAINDOHEATER WROUGHT IRON VIIWM ADDED ELEVATKNS T'YO'•Mi-TIB'(ORL) PG Sl —FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LL4BIJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.IA—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S31A—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B—DETAILS CLARIFICATION. PG S3.1C—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SN1—DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 wwwabdesigngroupcom AA 41: 0003326 r zFr L, L 13 stmD:v ae LOT.* SILVERADO LOT #15 BLK #19 PimJECT* 04128.002-15191 MODEU 4EBB "1828-CALL" CAIt/►dE swsr7ts: LEFT PAGIC: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE LINDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2 WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK SITEygm i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOWING 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 DARING 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 ARCHIITECTIENGNEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT$ 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 I W8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I -A INCHES THICK, OR 20-MlNUTE 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 ARIA) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOD ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %4NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'. 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOW 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.' TNIIM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOW 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 WOW TRUSSES (TPA 1-20I4) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOW CONSTRUCTION GUIDE F. AMERICAN WOW 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 . SCI. PLLRMIN6 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 P3DD5.2. 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. EKT ERPOR WALL COVERNO 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 EKI ER10R F110 ES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-G1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 1' 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. FIRE RESISTANT CONSTRICTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1IT GYPSUM BOARD. R302.7. EXTERIOR CEIUNGS i. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2'GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS NTH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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. EXTERIOR SO"n 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. d N. RONALD REAGAN III LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abCaslgngrouP oom AA NI: 0003325 a gg� V a a c summIV. a LOT. SILVERADO LOT #15 BLK #19 1pitoj=Tip 04128.002-15191 MODIIIDT:, 4EBB "1828-CALI" 0ARA01C 8111IING: LEFT PA0ffi: GENERAL NOTES 150 MPH EXP. B 3SI-6' o milli O -i oIEO��Iloilo:1111111Epio � i � :a G i i O i I '►1 i i i . i 7 i � O i O 0 � O i \ i Ma s• \ i it to _ i W. �, N i ,. ..,, i '_ 'V ®�: . i BOLAS LARD i - FIEo - iCODEGUA■ ., �. • i r O i i i FOYIR i o • ; �►' /1 oTRANS. i M ! p • i i • i o■ o i 0111 as o1ll1'io I i - r �nuuun�l %WAWA e w� a '4 ::::! FLOOR PLAN SQ.FT. CAM'S LIV► S 1,828 Sa FT. GARAGE 430 Sa FT. BifRY 16 Sa FT. LANAI 88 Sa FT. TOTAL 2 3*2 Sa FT. COY'OIBN' MD CLAOdO rD IDAOB OW ■D EWOAIE FOR B IEOOI D dBl! OPBORB NDTOE BMW FOOM OOZE 01FNIBIDIM RWM MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR �' DR MIN CRITERIA IB 5 24/-31 SAD. MIN. 41 5 23/-29 CRITERIA 16010 O.N.D. 112 5 2CA/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIBOL 1 TOP PLATE 0 m BAR DETAIL s f. DIM. VARIES CH DTL. ��LARR E: 1/2 - I'-0' SCALE: 1/4' • 1'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR IW RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 617E PLAN. -OTHER OPENINGS BETUEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIC0ESS, SOLID OR HONEYCOMB -CORE STEEL DOOR$ NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. S N. RONALD REAGAN BL L ONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngrou0.eom AA is 0003325 R W h 9 S c I SVHDIN. a LoTil SILVERADO LOT #15 BLK #19 PROJECT 04128.002-15191 awaERr 4EBB "1828-CALI" GARAGE awRrrG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B BLDCs HST. FYPQ4 LVI2X24 OR EQUIVALENT SHAKE SIDING AS SPECIFIED (TYPJ 4' FREIZE BAND (TYPJ 12 6' TRIM BOARD (TYPJ 6' RAISED BAND (TYPJ a' -a' BRIG. " COACH LIGHT a' -a' BRS. WW. 0'-O' FIN. FLR , a' -a' LAP SIDING AS SPECIFIED (TYPJ SHINGLE ROOF FYPON BKTIIXI'1 OR EQUIVALENT ILI I LON mulill 11 I F-MAMA DECORATIVE "TTERS OR 114-0-Y EQJIVALENT FLR FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATICN FLASHING AS PER FBCR R'103A HST OFF RIDGE VENT Y i- 0'-0' FIN. FLR, OFF FUDGE VENT 0'-0' FIN. I LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH OFF RIDGE VENT ARUOFATTIC = 2364 S4 FT. NET FREE VENTILATION AREA REQUIRED = Y3w REQUIREDVETILAT1ON AREA = 2364/3W = 7.88 VENTILATION AREA X SO. INCHES PER FT. (144) 1134.72 SO, IN. MIN. REQUIRED VENTILATION • .5% 133A72 IN UPPER PORTION Of ATTIC = 567.36 SOL IN. OFF RIDGE VENTILATION AREA = 335 SQ, M. PER VENT %736 /135 TOTAL:0' V' REQUIRED = 493W TALNOFVENT5 PROVIDED = 5 'AREA OF ATTIC ISTIE PEIIMnER OFTHE HOUSE, LESS THEOVE KING EXTERIOROF WALLTO EXTERIOROF WALL, NOOVERNANGSINCLUDED O _ Lam y U L:irall v -v ----------------------- ------------------- ------- RIGHT ELEVATION SCALE: 1/4 . i'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH _ ,b0'-0' FIN. FLR M DECO. DTL. A SCALE: 1/2 . 1'-0' -0' FIN. FLR. IS N. RONAW WAGAN 8L LONGINOW, FL 32760 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 R �3 mill suBDrv. a. LOT SILVERADO LOT #15 BLK #19 1pmjzcT# 04128.002-15191 MODEL: 4EBB "1828-CALI" GARAGE Blt/ING: LEFT PAGE: ELEVATION „ D„ 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e DSV OtMZr 20 AP WMA POLE IIDv OUTLET BEV OUTLET VJ OF OUTLET WOOD,To aYlw ON W OUTLET OQNP D WG@C PAIL NTl 1UPOW TTAIPER RENBTANT T1Tl2 @ 220v OUTLET (4) u a OONaTIQI y� —CF- fiPl ENT. WAIILRPIROOF OUTLET GRAM PAL? NURTURER EYTCN GIUITCN 3-WAY OPER $4 uITCM 4-INAT OPER IUAL.L MOUNTED L1ONT CEILNG LIONT © LED CLO LIGHT O VP LED VAPOR PROOF LtlNT OVP VAPOR PROOF LONT O I CAN eV91T. PAN 1 CPM PER ba FT. VENT. FAN fIILLBITr 1 OM FER SQ A. V PDMAW TNFEcro Teo m BULDM O TRAP ® A AIRCUND UN 7-ELO MAP • 11ROII0 [SLUE M#NTJ TKANNO8C@R 4' q.1101ESCO4T p�� AGE 4' TR4OC LOW PANEL METER OSD. ET= DETECTOR Oti'11�-Ltolly UALL, MOUNTED ® CAIIMM240MMNEI�,Ia comw MATT_ RAIYJP RI SMALL ! A DISTANCE OF NOr LW THIN 4' FROM WALL PHOANT LOW u� NATURAL Oft . TELOPIIRE JACK WTER NEATER D18CONELT m NE R.NATRD AIR D ICONEC7 e� IIu ow oN I-D TELE.NSIOW JAdC TO as SUPPORTED N J-ITEM ACCORDING! IV OWr MAPPRO AD OWN FOR am COCNO FANLOM ro m EPPCRNm N MARKED AD AD SIDCN OIL I F= A,wa M' N.4NOok w LOW STRIP �• NCIrr LOOM MOP 4V INCANDESCENT LTLYT S71IP FLOOD LIOFR OR. SECINITT IIaYPAD • PA RO4ERTON FOR CHIMES AND POrt • LOCATION OF TV JAOCS A PWO E OUTLETS A PANG TO OE V004M • MO MO NOR PRE-CONBTISICTION MEETING. • ALL 6 4 20 AMP BRAWN CIRIMUTS TO LSE AJRC /HILT PRDTECMm PER BLECIIICAL PROVISIONS OF W= !TN IFDITION T2pL A 14Trc 21RD ®rtlol Al • 20 AMP DEDICATED LAUNDRY CIRGBT. • OR A OLA D MDT ON IOTCIHI CBRCIAT) • DMIWAGER DISCONNECT TO BE ILIOCOUT N PANEL • OATWROOM OSWIST PANTO, 14AVE i'Ni. CAPAC YY OF SECTION ME079 b • LAIDRT ROOM REClPTAOLE SH4LL OE GROUND FAULT C2IRLLIT-NREMIPIEI! PROTECTION FOR FOUNOHQ ON PEEDIIRS • OPENS METHOD SMALL OE NON METALLIC CACLE PER n CTRICA PROVINGVS OP FOG[ STY !D [2anz • ALL NIOIIC TOAL CGRT WTH lB.EGilIC.4L PRONSCNS OP TIE B7GR •TH ED [20IT2 P., ENERGY GI;IIIIIIINVA ION led" METER FIELD 6-` -------------------// COACH LIGHT ELECTRICAL PLAN SCALE: V4' . 1'-0' I Lff LED LIGHTING ® SINGLE LAV. • BATH '4 CEILING MTD. Lr.14T TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I � L � � e I � M � � L � 1 I 1 _ LED LIGHTING ® DOUBLE LAV. BATH 41 WP Panel MAIN -A PANEL: 8118 VIp at. breaker VOLTAGE: 12D / 240 V APh MAIN: 15O ArripM.C.B FEEDER 3-#1 CUTHUM & 1- #8 Cu (G) in 1 12' C. OR 3- #M AL TFMN & 1-#8 Cu (G) in 1 12" C. #12 2 20 MpNee FIUIP 1000 • SFace 5 8 5101 C.U.-f 26 2 4B SD.T• 7 e PANEL -A PANEL: 42 at breaker VOLTAGE: I2D/240V-1Ph MAN: 150ArtPML.O. FEEDER 3-#1 Cu THVM & 1-#8 Cu (G) in 1 12" C. OR 3- #W AL TNWN & 1-#8 Cu (G) in 1 12' C. ARYI I sss r � MCI ABBREVIATIONS: .: MCFAUITCRg1RNiERRUMR NIL` NCNCCNCIDENT LOAD ON: GR0MDFADLTNIERRUPTER LOAD CALCULATON 18 BASED ON AA: NONCWNCIDENT LOAD PRONG! s'a/s eIL TIUN . Iw CUN 2' CONOWT OR N .CLAD LL. THNN . PS CNN 2• CONdAT OR 2M AL && 150 AMP ELECTRICAL RISER NOT TO SCALG COMESIA.tCN SERVICE M AM'1• DISCONNECT eYTCH AND Imir4e SCUT GEERAL NOTES, A ELECTRICAL MAMMAL* A/O INSTALLATIONS SMALL M ELECTRIC Me" IN 1 M10 NOMA M EICLOMRE CQlIT YIN ELECTRICAL PROVMIQNS OF THE PAIL EO1Tmtl.l7gU LOCAL CODES, AD ALL LOCK POSER AN COMPY IIlGUNEYONTS, E. ALL CONDUCTORS SWILL BE TYM T4NRNW UNLESS NOTED OTEIEIIE. TI.01LGrE SORVLCI U:.40LE t6SVw4 eNTUIMMI L4eE E+IIRaIce NULrICE P01B! COMPANY SNFT'1NT E81IR'ElT TRANBPOR'ER NTlRS7STE7 OONDN6 TlRIHAN. 4T LOO DOE WLTAGE OONECTOIE PROVIDE N AMP. 200240 VOLT,1 PHASE 1 A{ CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVCE. PROVIDE A'1 C40P -M TCW N CONCRETE INCHED FOOTER SPED. PER 1-W' DIA 80EOU.E SO PVC COIOWT OR PROVDE 3 " ALUMINUM TAU N Y DU SCN®ULE 80 PVC ELECTRICAL PRONNQE OF THE EMIGRAW ED1W�,(70Oj CONDUIT WlLEM SERVICE E PROVb[D DY THE ELECTRIC COMPANY. CCOUI7NATE am THE ELECTRIC O/S" VIA X S PT LOL1 GOITER CLAD GROUND ROD COMPANY PRIOR TO OP. 1441 NBLVD LONGVlOOD, FL32,W PN: 407-774.6078 FAX 407-7744078 wwwabdes4p%gr-oup.com AA 111: 0003325 C sMom aI TAT SILVERADO LOT #15 BLK #19 PROJECT* 04128.002-15191 moaEti 4EBB "1828—CALI" GARAGE 13WING: LEFT 11PAGE: ELECTRICAL PLAN 50 MPH EXP. B 2�2' VPR Irz' IG\-XI 112' kA 1/2'�l I \�l � 2% I LAV 3>31>1< I I I f V2. 2 swuR 1� 2 KITCHEN 2, SINK LLV AUTO VENT Tina PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 . P-®' TO 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdestgngroup.com L AA t. 0003325 A 74 y C SUHDIV. a LOT SILVERADO LOT #15 BLK #19 PROJECT# 04128.002-15191 MODEL: 4EBB "1828-CALL" dARAGE S�►INd: LEFT PACE: PLUMBING PLAN 150 MPH EXP. B E07/27/20: 1/4"=1'-0" T P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT OWALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MEC 4AJNICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 0 CLASS i AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 C ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION (2011) MECHANICAL CODE 603.1 1 BATHROOMS CONTAINING 5ATMTUB6, SNOUIERS, SPAS AND SIMILAR 15ATW NG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED 5ATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 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 SMALL BE INSTALLED TO MFCs. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SMALL BE PROVIDED UMTH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FA41EC 4 DBF BOOSTER FAN OR EQUAL FANT'ECH DBF U0 DRYER BOOSTER CAPACITY 60 LINEAR FEET UMTH MAX. SIX ELSOM. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE" RETURN TRUNK i BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 L$W4T O/A OUTSIDE AIR ® T1 ERMOSTAT B PASS-THRIU AIR GRILL MOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC IW Y l2)-3/*'XTAF'CONS WIT SIMPSON US ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLC T 1 AIR RETURN SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAB 49X1 1/4' SMT. MTL. SOWS SUCTION AND LIQUID AIR SUPPLY ! REFRIGERANT LINES CONDENSER UNIT AIR HANDLER j CONNECTION TO PAD EXTERIOR WALL 4 3/4' PVC CONDENSATE DRAM LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER MEAD • 12' FROM STRUCTURE EVAP. TRAY::�, N11,Pvr, SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENBBNG WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORATED NICKEL BRONZE FL PL. INSIDE CAULK FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYPN COUNTERSINK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ■ nEXT" GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 " 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3275D PH:407-774-6078 FAX: 407-7744078 I` wwwabdesignBrOuPAmm AA I: 0003326 J i 02 y a kk 6 Nq IW 40 aLMDiv 89 IAT SILVERADO LOT #15 BLK #19 PROJECT# 04128.002-15191 MODEIIa 4EBB "1828-CALL" GARAGE DINING: LEFT I1PAOr-. MECHANICAL PLAN 50 MPH EXP. B DA Z. 07/27/20 aCALE: 1/4"=1'-0" aIIEET M1 kk 2X4 TOP PLATE PRE -FAD TRUSS N' 7NK1C 7 COAT 00140t MEAD am r871lI IR' CLC% BOARD AfT EtD w" rat ®ro DtCTLY MAeL1R1' 2" PX to T • STUDS IN 5' DIA. SLEEVE, ATrAC1m TO rLL CaLLA&PM PARTITIONS SUPPORTING DO NOT CUT AF44W K wa V2' DRYWALL WALL HUNG PLUMBING REBAR yam e A woo FIXTURES AND WALL IPE mnataTW CABINETS SHALL BE NOT Le!fiouwm Mi. LESS THAN 2x4, WHERE BOND BREAM T �� ' mp~j SPACED NOT MORE THE BOND sALV arm � eiaTOQro SECURE DT. 2X4 WOOD STUDS 024' THAN I6' O.C. OR. NOT W/ (0- 05 _ BEAM vramasa azD sAr TO tex:D m rest PLATE TO GLAD W/ Imd MASONRY oc LESS THAN 2x6, WHERE (2) COURSE __ KEBABS Anr Rea WwricAL IMAM D DDat NAIL • 32' O.C. SPACED NOT MORE �`.:. r r Mr. TOmomT By oTH eY rFerm MAX THAN 24' O C. TRA= aRAamra GLAD 111a Fpi FLR 2A PIPE THROUGH BOND BEAM 2i GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE:IIR'•I'-0' Dl SCALE:3/4'.1'-V' W'd.' 1TYP. (I)TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.l'-0' FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb. U ON Ik DAM. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND. CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSUM BOA OR 1/2' HIGH STRENGTH CLG. BOARD PER ELEVATIQN+ SEE ENERGsY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL I'-®, kPER ELEVATION TYP. OJa. R-4U INSULATION WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL bc2 P.T. FURRIN GS STRIPS • 24' OL. 1/2' GYP. ILL. BD.� WOOD BASF 0'-0' FIN. FLRh �� a • d n. 4 n W/ WINDOW OPENING H P115EWALASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW 11 ON I}• ORB. SHEATHING OR}•CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF (1)1-STORY HIP BLOCK WALL (-2)OLPAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4••I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, CU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 FIBERGLASS SFIINGLEB 2X4 SPF 24' O.G. MAX. OVER •30 FELT PAPER OR 2x SECURE W/ (2) Rd NAILS SYNTHETIC PRODUCT, • EA END INSTALLED PER SECTION FIBERGLASS SHINGLES RS08UU ON i, O.SiL PER STRUCTURAL DETAILSS OVER •i0 FELT PAPER OR SHEATHING OR }' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE R80811 ON J' O.SJ5. BTIFFBACK AT ALL UPRKaHTS SHEATHNG OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. —PRE-ENG WD. TRU88 TYP. MTL. DRIP EDGE O1-L Obl. MTL. DRIP EDGE 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL. DETAILS VENTED SOFFIT PRE-EWC GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER S/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGNI STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.I INSULATION 1/2' THICK 2 COAT WINDOW ATTACHMENT A8 PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY bQ P.T. FURRMCs— STRIPS • 24. OG 14- THICK, 2 COATLL - 1/2' GYP. IUL. BD. PORTLAND CEMENT WOOD BASE 'CMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FINE FLR v cm as N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING (I)I-STORY GABLE BLOCK WALL \11qV SCALE: 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup. m AA 1'. N03325 40 munDIV. a. LOT SILVERADO LOT #15 BLK #19 P1iO.TmCT* 04128.002-15191 molorl:. 4EBB "1828—CALL" cswRAaE 8wINCU: LEFT P/1GIM DETAILS 150 MPH EXP. Bff mm 2X& PT. • Ce4TER OP DOOR HEADER SECLNWD 6V (1) VP X S' J-80LT BM W MN. EMDEOMMIT IW 2' x 2• X US' WASIER 4 HUi on 1W C)) y- x S' ANCHOR 80LT8 YIASIER 4 NUT SEC1#E 2" ON RAT TO NA rtAOCN NA" D06 MARAW DOOR BULK SECIit W ® KV (S)1/Y X 8' J-DOLT OR 414CMOR 80LT8, W( 4' MN OVEOMMr, W2' X 2' X US' WASUM 4 NUT. (1) W1M4 S' OF TOP, (V WTNN 8 OF THE wm (3) EVIDLY SPACED. Is 09 so NOTE& ALL ANCHORS SMALL 8E N ACCORDANCE TO MANPACTU 110" MTALLATION N6TRUCTIONS WERE m=u N6TYCTt AYE r 61YfY3EYT GARAGE DOOR T BUCK ATTACHMENT \PVerxb w•.,w 8' d"Al 14' DRYWALL I'X4' OR Ih0' P.T. NAILER ❑ bc4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I Yi INTO BLOCK ❑T1IUf W6' TAM" (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN V OF EACH END 4 IVOZ, MAX SPACNG \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 MO BLOCK +9 4 OR +5 4 A SCALETJM. 2X4:m SECURE TO BLOCK W/ TAPC0NO OR (MIN. SWANK SIZE .W5 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN W OF EACH END 4 18' O:G. MAX SPACING. 2X6:m SECURE TO BLC:CK Wn-Y.' TAPCONS(MK Ep1ANC SIZE 145 mrr,L HEAD SIZMO MIN. EMBEDMENT 1 Y4') WITHIN W OF EACH END t V CM B' OTZ, MAX SPACING. )$' DRYWALL 2XS,m a PX4' OR PX2' P.T. NAILER SECURE TO BLOCK W/2-9(6' CASING TAPCONS (MIN. SHANK SIZE Job MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. ETBECT "T I YV J TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANIFACTURES DETAILS. IS. O,C. MAX SPACING. 2x4m y SECURE TO BLOCK W/ V16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 019 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X W OTC, MAX SPACING. MUST BE ON OUTSIDE 4 2x6= SECURED THROUG4 SECURE TO BLOCK IW!-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. I Yi (MIN. SHANK SIZE Job EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi )WALL WITHIN V OF EACH END 4 18' OZ. MAX SPACING. R MO* P.T. NAILER 2X84mSECURE TO BLOCK W/2-wo'S. X 4' MIN.TAPGONBGAShJG(MIN. r7= SHANK SIZE J48MIN. HEAD SIZE 300 JAMB OR WINDOWMIN. EMIBEDMENT I Yi)H TO 2X PER WITHIN 8' OF EACH END 4ACTURES DETAILS. 10' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY49 DOOR JAMB TO BLOCK +1-lb 1¢" %1 1TLNDOW TO BLACK +1-15 8 kZ/SMALE, KM 2X4:m SECURE TO BLOCK W/ 1)(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0419 WITHIN W OF EACH END 4 NOTE. STRUCTURAL 2X WD' O.C. MAX SPACING. MAT 15E ON OUTSIDE 4 2Xd,m SECURED THROU644 SECURE TO BLOCK W/2-%, NON-STRUCTURAL i(6' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') a. cm WITHIN B' OF EACH END 4 K' DRYWALL IS' O.C. MAX SPACING. 2X8m ❑ PXW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-!ib' CASING TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 IDOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) TTACH TO 2x PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. IS. O.C. MAX SPACING._/Q NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLOCK +2 1�4' VlNDOW TO BLOCK +1-1 2' D 1INDOW TO BLOCK +2 IX i' SCALE. RT.S. SCALE: KTA 2X4= SECURE TO BLOCK UY i(6' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2x WS' Or- MAX SPACWK MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/2-%'NON-6TRUCTURAL i(6' TAPCONS TAPCON MIN. W." (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I YV ' DRYWALL WITHIN 8' OF EACH END 4 'X4. OR I')O' P.T. NAILER 18' Or- MAX SPACINrs El 2Xbcw SECURE TO SLOCK WR-%, TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE -4W MIN. EMBEDMENT I V) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. :toY..N 461�oEo m tau..tx. mo:oF o:�lvi DOOR JAMB TO BLACK +3' E 11DiD01F TO BLOCK +T ''' SCALE: N.T.D. 2X4m SECURE TO BLOCK W/ V TAPCONS (M IR SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V6' NON-STRUCTURAL'N6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 11") WITHIN V OF EACH END 4 8' CM 15' O.C. MAX SPACING. DRYWALL DRYWALL 2X8.m El 2' 1'X4. OR PXP.T. NAILER SECURE TO BLOCK W/2-V 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER ,14b W/(2A2d WITHIN V OF EACH MIN HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MM. EMBEDMENt 1 Y4') CARING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3' F MIDJDOU TO BLOCK +3' SCALE: NT . 2X4= SECURE TO BLOCK U TAPCONS(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 W OZ MAX SPACING. SECURED THROUGH 2X6.m NON-STRUCTURAL V SECURE TO BLOCK W/1-114' TAPCON MIN. I Yl TAPCONS(M11HL SWANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT 1 Yi) ' DRYWALL WITHIN 8' OF EACH END 4 18' 0Z, MAX SPACING. OR I'X2' P.T. NAILER x8 2:m a?14I'X4' SECURE TO BLOCK W/1-1/4' 76' O.S.B. X 4' MIL TAPCONS (MIN. 8F4ANC SIZE J45 DOOR CASING MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y1) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O:C. MAX SPACING, MANUFACTURES DETAILS. MD16 •F M IM m IM1If�.W� FED IM YC�k) DOOR JAMB TO BLOCK +3-7/18' f'rZ SCALE: N.T.B. 1TDJDOO TO BLOCK +3-7/18" 2X4s SECURE TO BLOCK ULY4' TAPCONS (MIN. SHANK SIZE 10 MIN HEAD SIZE 300 MIN EMBEDMENT I Yi) WITHIN 8' OF EACH END t NOTE- STRUCTURAL 2X IV Or- MAX SPACING. MJST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK 1114-1/4' NON-STRUCTURAL V TApC" TAPCON MIN. i Yi (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8CM WITHIN V OF EACH END 4 K' DRYWALL 18' OTC. MAX SPACING. � I'X4' OR I'X2' P.T. NAILER 2XSs SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASNG (MIN. SWANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I YV) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER *'Or-- MAX 8PACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ye) DOOR JAMB TO BLOCK +3 3/4' H A TO BLOCK + 3 4' SCALE: KT.S. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwAbdesigngroup.com L AA4h0003325 i q b b qQX� s i L ii BUDDIV. do LOT: SILVERADO LOT #15 BLK #19 PROJECT// 04128.002-15191 MODEL: 4EBB "1828-CALI" GARAGE 97FLNG: LEFT PAGE: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31J2020 11473.10 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. W000 CONNECTORS 2017 FBCR 12/31J2020 10456.2 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCi. COMB WOOD CONNECTORS 2017 FBCR 12J31/2020 30446.5 SIMPSON STRUCi. COMP. WOODCONNECTORS 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.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2017 FBCR 12/31J2020 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30655.7 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCiS ROOFING ROOF TILES 2017 FBCR 12/31J2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2J2030 fL18644.2 MI WINDOWS &DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS &DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 fL#15353-R4 MI WINDOWS& DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.14RS 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 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL7630.2-R7 .THERMA-TRU EXi. DOORS SWINGING EXT. DOORw/SIDELITE 2017 FBCR 12J31J2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 fBCR 12/31/2020 FL 5891.4R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 30/13/2020 FL15216.1-R7 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13142.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31J2020 f! 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31J2020 FL 13265.1-R3 LAMES 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 sari N. RONALD RFAGAN elvo LONGWOOD,FL32760 PH: 407-7746078 FAX 407-7744078 www.abde%IgogrouP.com AA 6: 0003325 e c- sysa><v ae LOT: SILVERADO LOT #15 BLK #19 P1iOdECT/i 04128.00 -15191 1[ODELe 4EBB "1828-CALI" dAl2Ad1$ $1IINd: LEFT PAGE: - PRODUCT APPROVAL LISTING 150 MPH EXP. B PItEPOR"ED CONTROL JOINT FLAdIGE OF CQRIROL JOINTS BE WILD TIED TO LATH • S' . Oc. MAX (VERTJ. 14M, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F 67W EXIST& BEYOND EXCEPT STAPLES WV SECURE CXWTPWLLJOINT DURING NDTALLATION —� PAS7EPER& TO BE 6P . r oc. MAx VERTK.ALLT i• TWCG, 3 COAT CEMENT PLASTER UM LATER 4, FORTFbER BIALDM PAPER AFPRDVED PETAL LATW FASTENED .T' (YERTJ Oc. MAX AT SUPPORTS WNRD LAYER'L STUCCO WRAP WOOD SMEATWNG PON �EI.E LATM SMALL x coPT(IUDII& 1014 S SS BUT OPPEDAT EACH SIDE. PROMIM 2X4 BLOCKWESiM C1663 PLACED PLAT MAX. WTO S' FROM CONTROL JOINT WLEN \ CONTROL JOINT FALL& ON Nam, AOTEER6 FOR LATH TO BE MAILS O\R "� &7TilC7URAL STUD STAPLES N CCM LLONCE WV ASTM CW63 2. WIRE TIES TO BE (MO. IS) 00416• WIRE 3. BLOCKING SHOW MAY BE N ADD( \ TO WN ' SPUDS REOWIID PER PLAN / II II � I I i I Ill s M" TYPE CONTROL JOINT OLrOLD MHIO.Pr.A ®raLo O I--. PL A 1 CORAN . R.6 & CRWM . Pr. C Drrs mQi, O,SIaAP Sys Yoso MTWw1' WaCALLY FAGM 4. OC. KAK OLr10LD aawo. R.A >. tlsAse • Pr. e rvaLn •a • ® LTOLD aawo.Pr.A I CIf IK. PLO 1CFWA M • FT.0 4 FOLD Pr. C OVER Pr. e TLL PL O TOLOM COROM RJNT. 001T 0 PLAN= 1.AI10! W16! r101R dRAL..aLa. pa Il�eur. 3 CAAT CEMENT tMMFE1 w a COAT Cm PLAIMM Nam, APPFOVI D BULLDN6 WRAP SMALL BE LAPPID A MNMUM OF 6' • VERTICAL LAPS (ROLL 1006) 4 6' • HMZCWAL LAPS. ALL SEAMS Mm TO BE TAPED UNTM FORTIBER SMEATMIG TAPE / IN. / r wa LAP . rRTAL LATw \ LATH VERTICAL LAP TO BE I' ^ r METAL LATW I Was LATER L 6flr.Co WRAP \614LDNG SERF WMER/ / I I rp'T-ALG. Lan Q KICKOUT DETAIL Wle! Yexgr ICOF r saneTaeI21RDLrDALLG/QeJeo OR Nom elm LAPS OF FETAL PLASTER BASES SMALL BE SECURED To FRAMING MNG ME'IBE7l8 TMET SMALL BE TIED BETWEEN SUPPORTS UTW 00415-N (L21-11V WIRE AT INTERVALS NOT MORE THAN V (22--MM1 AS PER A67M CI063 TALL FOR REPAIR OF TEARS N ERE LAYERS, YEARS MAY BE PATCHED W IMMISE WRAP TAPE PER MANF. SPED OR PEE. 4 STICK Mom ow -Am BULDI PAPEP STUCC1 APPROVED MQ1SE WRAP. FLADMNIS TO EXTEND ONTO PIPE M OR LESS FSPE I CUT AND OVERLAP C E SIDE CF STEP, 01 r TMM 3 COAT CEMENT PLASTER METAL LATH WRB LATER 9, FORTFIZIM BUILDING PAPER WRB LAYER 4 WOOD SHEATHING OR CMU WR5 LAYER h, 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 ROOF/UTALL SCREED 5'x5' '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.5. INSTALL FASTENERS (CLIPS. STRAPS. STAPLES) A6 — RREGUIRED TO SECURE PIPE/ WRE TO PRAMNG I PE t cl 6 4• 64.6' OW-AC44EFA S MEMBRNE FLASWNG (COMPATIBLE WV MOUSE UKAP MA7ERIAL) OVER 4St4' SELF-ADLEIEY MEMBRANE PLASHING OVER APPROVED MOBS ~- FLASWINf. TO EXTEND ONTO PIPE WRB LATER -N. FORIFISEW SULDNG PAPER FETAL LATH 6'.&' SELF-ADFERNG ME ISMAFE FLASHING OVER 4Sr4' 4'94' SELF-ADWERNG ME'DRATE FLASHING OVER APPROVED MOUSE WRAP. PLASHING TO EXTEFD ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED WO SEIRAP AIR INFILTRATION BARRIER OVER SMEATNNG SECTION PER SECTION R7�7 Fianlor IaWin and sk"I'm F_:lenor uses pnWarM C—r pl-w snarl cmgly with Wie apombon reg19mwft of ASTM C 92612A InslepaWOn a euenor mWwla erld M1erNrg stW ax"MM ASTM C 10"12A TION DETAIL (F LEGEND OF 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 5E PER SECTION R103.1.1 / ASTM C-84-1-0g, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PM: 407-774-6078 FAX 407-774-4078 www.abdeskMgroup.eom M 5:0003325 44 IW L C > unDr aW LOT SILVERADO LOT #15 BLK #19 PROJECT/( 04128.002-15191 MODELS 4EBB "1828-CALI" OARAOE SUITING: LEFT PAOE WALL ASSEMBLY DETAILS 150 MPH EXP. B 0 DAA rRIE: 07/27/20 SCALE: 1/4"=1'-0" B*mw kk WA1 BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP. WOWS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF TINE E)04AUST. SEQIUENCE OF FLASHING TO BE: 1. BOTTOM: 2. SIDES. 3. TOP VENT CAP IS TO BE SET M BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS, E-I BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF ION -MOVABLE FRAME AND STUCCO ON ALL SIDE& & CAULKING • JOINT ALL AROUND PER SECTION RMT F_ImREor Indit and p18 Yq Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER -1, STUCCO WRAP .{ � ... HOODED VENT X. J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTFIBER BUILDING PAPER WIDOD SEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84"1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH Co' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP A SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' �— — — — PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MAWF. SPECS.) BUILDING PAPER — INDER 'QUICK FLASH' VENT PENETRATION SCALE. N.T.S. CUT OPENING: IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UIRB LAYER 01, STUCCO WRAP WOOD 84-EAT14I1 APf'ROVED ELEC. METER FIEL I HOUSEWRAP BELOW VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAAEDGE AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER STUCCO SCRATCH COAT t I COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM NR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-2 OVER 60 MI GRADE 'D' FELT-PRovt SEALANT AT JOINTS AND INTERSECTIC WOOD SFEATHING WRD LAYER 01, STUCCO WRAP ikI B LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD GTRIOTRAL MB'EER • T' O.C. MAX V Tot I"en-WA WEEP aG1�EED ' W WIDE STRIP SELF AD4EG" R.ASNMG, CLEAN MASONRY BEFORE APII-YNG V 1*i • MASOMR. HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' UIRB LAYER 'I, STUCCO WRAP 477777 CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED W1R5 LAYER M STEP 1*1 STEP *2 LAYER STUCCO UJRAP STUCCO APPLY 60 MIN - a6or= 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP STEP' #3 ® j MEMBRANE FLASHING �- WRB LAYER'7, FORTIFIBER BUILDING PAPER STET= #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE 11 N. RONALD RFAGAN Sl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesWngroup.com AA is 0003325 D V � � 4 g F RADO #15 #19 * 04128.002-15191 MODEIa 4EBB "1828—CALI" GARAGE 81rMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ISs ATW.. or/zv/zo CAIM 1/4"=1'-0" 8EET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING a 1' O.C.) cmu %' TFIICIG, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK .si wt l"i N. RONALD REAGAN BLVD LONGWOOD, FL32750 F'H: 401-774.6078 LFA)C407-7744078 wsigngroup.com 0003326 r dd 6 C aysDlV ae IA a SILVERADO LOT #15 BLK #19 PROJECT# 04128.002-15191 MODE:. 4EBB "1828-cw, GARAGE slirmG: LEFT IPAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — moon 6�E.erNNG UVATWER WARFtM �eletlVE e FLAGWM R.ASWM r .� \ , �T OR "WeTNE STARTER STRIP UFATWER DA RmER I�E6MTIV! DO NOT CNYJC OR I \ \ \ y S6'-ADFERN6 OEALQffi!H'YL AOMM \ — GALVb FETAL. GAL� — •2' R.ABNN6 OR U6. OrIA"AFET TEED / t/.'i�Oft Xb APPROVED D SEALANT CABM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION MOOD SNEATNNG �a6tn E WARMER REMTW / ✓ / / \ ` X ,Y1 LAP 61DNG /.' i \ w.Ae WM \ t WSARMAI WR ,E61eTNE 6TARTER STRIP / \\ \\ -Z DER RESISTWE �\\ y R.ABNNaADNERort \ — GALVO FETAL LW — T RABNN6 0o Nar CdLLJC AGWM on EM pCEALQffi$Li LEVATWN N4RDIE TO" PER ELEVATION \ i /CR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLw, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebdesigngToup— AA A: 0003325 a � SUDDIV. & LOT SILVERADO LOT #15 BLK #19 PROJECTp 04128.002-15191 MODEL 4EBB "1828-CALI" GARAGE STING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B i \ / i \ - - 2x6 SUB-BANb W/i'x4' NOTCH ----- - --- - - - END, WRAPPED IN �/ PEEL t STICK DRIP EDGE d F - -- - - 1/8' TEXTURED �_FINISH r WOOD i 1/81 1/2' TEXTURED • FINISH CMU \\ METAL FASCIA WRAP Ya' FROM I \ \ Ia STUCCO, I' FROM 1i WOOD WALL -- ---- - -' / EXTERIOR WALL (FRAME OR CMU) 1� \ NOT : NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION - IM' TEXTURED FINISH • WOOD,. 1/2' TEXTURED FINISH • CM x METAL LATH x x x x x x x x " METAL FASCIA WRAP UIDOD SWF-AT14NG x x x x x x oft Cm x x x x x x WRIS LAYER 01 STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x URB LAYER Q, FORTIFIBER x x x x x x x x x x x x BUILDING PAPER FRAME OR CMU (FRAME ONLY) x x x x x x x x x x x x x 2X6 SM BAND R0CFNG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x DRIP EDGE -DRIP x x x x x x x x (REFERENCE POINT METAL KICK OUT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \` FOR CLARITY ROOF DECK(BEYOND) �2r/ � DRIP EDGE, V OFF WALL (NOT INTO STUCCO) k lEll) A 11/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU ��2x6 SUB -BAND W/Px4' NOTCH 6 END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA Yx4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/i) 'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4W' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT B ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 www.abdesWgroup.com AA •: 0003325 b y 8 a d 0 to f fl 9[THDIV SILVERADO LOT #15 BLK #19 PROJECT# 04128.002-151 1 UODEIt 4EBB "1828-CALL" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B �2F ,4'j" 3•4" 15,-10" 9,,6" 9'-8" '4" 1 FM-1912 FM-12X18 m c 4"SLAB x LL I a� l F-24X24J *31/2 r • I 101-0" 10 1J EXTEND FW12X18 1 I SLAB 1 1/2" I I I 11 1 I T� I I ILL I I I 'i I �I I I �I LLI I I' I I 4" PVC L CHASE TE-1 � — — — — •1 I- 5 1/2 " 4-1 = 17'-8" 2-8" T " 5 I as � Z. ILL $ I I EXTEND - SLAB 111r 1• FM-12XIS 4" CONC.I I N • law SLAB I I 31Y1 3'-4' ILL l ai I , 712 2I o J I °P .1 M 1 1 I A-12X16 FM-12X18 FMC-1 18 1.1 FM-12X18 1.1 0 a a 1.1 .1 Z-8" 16'-0" 2'-8" 4•-4" 3'-10' IV-2" 21'-4" 14•-0" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.OINDICATED #5 BAR, DINDICATES #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 #FS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-131ASCE 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: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" 0/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 SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..1.4 OVER GENERAL 3 112" 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-12x12 12" CONTINUOUS 12" - 2 s + "-0" FM-12x18 12" CONTINUOUS 18" - ( )) #5s (+)0'-0" FM-16x18 18" CONTINUOUS 18" - s + "{r' FMC-1208 12" CONTINUOUS 1 - s VARIES - 24" ---77-71=7711137° (-)U" +" FOUNDATION PLAN SCALE: 1/4" = V-0" 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmp com AA #; 0003326 14 v+ 6 #A 0 must) " ae IAT SILVERADO LOT #15 BLK #19 PROJECT# 04128.002-15191 MODEL: 4EBB "1828-CALI" GARAGE S'WnM: LEFT 1PAGE: FOUNDATION PLAN 150 MPH EXP. Bff 37 MIN. EACH WAY e MONOLITHIC FOOTING }} 2 STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED >• a CELL SEE PLAN FOR SIZE AND Q iL CELL SEE PLAN FOR SIZE AND REQUIREMENTS v a }} SPACING REQUIREMENTS K ¢ w SPACING rn — 1 I •: GARAGE DOOR < w m 1 w RECESS ¢ It N Z 8"CMU WALL O 8' CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I m W 8' W O Z +- 0'-0' ; sI IN FOUNDATION WITH 30" LEG EACH m w() m .- p_p• III TOP OF SLAB .SEE WAY AT ALL CHANGES IN DIRECTIONS I ..• - d SO THAT THE STEEL REINF. IS CONTINUOUS rn TOP OF 3lAB Nor gn MATCH AMOUNT OF CONTINUOUS BARS •I • CURB FOR •.. EXT. PORCH SLAB SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) 18, - EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE IsL•-.ILL '"a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Z,p. AT ELEV. W/ i/2" ISOLATION JOINT (WHERE - ♦ e. ♦ 6" CHAMFER (2-STORY) 1t4 24" W/ 1/2' ISOLATION 4" CHAMFER (I -STORY) I' . •' ��iii--- 6" CHAMFER (2-STORY) . ; pS• APPLICABLE) z_ SEE SCHEDULE 05 30' JOINT (WHERE APPLICABLE) Z • • EE SCHEDULE ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #•66 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 3" N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO r-,1EXTERIOR MONO -FOOTING r,_"),EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE:3/4"=1'-0' 3 CORNER BARS DETAIL %_DOOR OPENING SCALE; 3/4"=1'-0" �� SCALE: 3I4'=1'-0" LAP TOP PLATE A MIN, OF 48" LAP TOP PLATE A MIN. OF 48" ---may AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W CL I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE STPLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE SECURED W! 2- PART . SPACING. SINGLE BTM. PLATE WEDGE ANCHOR Wl2' BTM. PLATE TO BE PT. EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL.1f2W TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO ¢ PLATE EPDXY 5-1/2' EMBED. MIN. 016" OC SLAB Wl10d MASONRY F LO Q O FOLLOW ALL MANE. _ SIMPSON SPOR SPH6 MAX. H4 NAIL 16" O/C STAGGERED. I SPECIFICATIONS FOR 03 ¢ BTM AND TOP PLATE ADDITIONAL METAL USE AND H m ANCHORS W/ 10d x 1 NOT SECURE FLANGE TO • PREPARATION OF a v COMMON NAILS FILL ALL ALL REQUIRED WHEN NO REQUIRED M SLAB W/(4)1/4' X 2114" TARCONS HOLE, � w � HOLES, DO NOT USE 10d w � UPLIFT IS PRESENT. w x 3" SEE SLAB SCHEDULE w SEE SLAB SCHEDULE ¢ ,� TOP OF SLAB • .. . TOP OF SLAB 4" CHAMFER (1 STORY) ..�...- • 6" CHAMFER (2STORY) °.�= - ' �� . : ° . � s EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE:3l4'=1'-0" FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL $ EyMMPONOLITHIC 7 SCALE:34"=,'�' (NO UPLIFT) SCALE:314"=1'-0' BCALE:34'=,'-0" (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON IM STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO p 0- BTM. PLATE TO 8E PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ w m 16' O/C STAGGERED. ADDITIONAL METAL O c a CONNECTORS NOT REQUIRED WHEN NO m 8' CMU WALL UPLIFT IS PRESENT. o Z 011 LINTEL CONT. (NP.) 8" CMU FILLED CELL (TYP.) - - TOP OF SLAB SEE SLAB SCHEDULE I•. / - -• 1POURED 2X WALL FRAMING !SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 04" TOP OF SLAB Z Z - LATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL" 4" FROM ENDS AND m TERED UNDER WALL AND 1�-F 19' O.C. VERTICALLY MAX _ URED MONOLITHICALLY WITH NDATION AND SLAB SEE SCHEDULE _�^ir�ULE ,R SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 10 — BLOCK WALL CONNECTION (NO UPLIFT) SCALE: 34'=1'0 11 SCALE:314"=l'-0" li N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7744W78 FAX 407-7744078 www.aEdesigngroup.com AA #/: 0003325 Y rR h >r v � r4�y' Q rir 6 ir§ro S 5 113 4a 1W x C ounDiv. ac I-OT, SILVERADO LOT #15 BLK #19 PROJECT# 04128.002-15191 MODEL 4EBB "1828—CALI" GARAGE 8WUM: LEFT PAGID DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4' = V-0' 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA •: 0003326 M y #A iW 0 �rar� V BVHDIV. � IAT. SILVERADO LOT #15 BLK #19 PItoJEC'r# 04128.002-15191 x,a oaI 4EBB "1828-CALI" cAMAGE BVfMG: LEFT PAGM DOWEL PLAN 150 W UP,B 107/27/20 CAM 1/4"=1'-0" 71.2 #A iW 0 �rar� V BVHDIV. � IAT. SILVERADO LOT #15 BLK #19 PItoJEC'r# 04128.002-15191 x,a oaI 4EBB "1828-CALI" cAMAGE BVfMG: LEFT PAGM DOWEL PLAN 150 W UP,B 107/27/20 CAM 1/4"=1'-0" 71.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10` HOOK GROUTED BGNC BEAM VARIES PER ELEV. - Z N .I n i. g a O CLEAN OUT REQUIRED FOR INSPECTION o] v TIETVERTICAL REBAR q TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z' K 03 , S" #a 2a" m U #6 30" #6 36 #7 42" HORIZONTALNERTICAL (D - REINFORCING SCALE: 314-=,'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o a. a. SPACING REQUIREMENTS mW U R J 0CL cn Z V' CMU WALL .- a o +- f1•-o" • TOP OF SLAG q TOP OF SLAB SEE SLAB SCHEDULE W BAR SIZE 48 BAR DIA > EXT. PORCH SLAB 4•' CHAMFER (1STORY) 18„ OU q W/ 1/2" ISOLATION 6"CHAMFER (2STORY) JOINT (WHERE#4 I..APPLICABLE) Z MATCH STEEL #6 30' q 6" PVC CHASE REINFORCEMENT PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING- � #7 42" SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4ti1'-W #5 BARS ,❑' j UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS L441 N. RONALD REAGAN BLVDJ LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwW.abdeWgngroupcom AA •: 0003325 1 y F gg SLJHDm Ae L074 SILVERADO LOT #15 BLK #19 P120JECTp 04128.002-15191 MoDEL- 4EBB "1828-CALI" GARAGE 8VfWG: LEFT 1PAGE: DETAILS 150 MPH EXRkB FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W1(9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR-- SIMPSON LTA2 W/ (8) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON HI OA OR LGT2 W110d x 1 117 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 MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE WAR REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (i)#5 N/A GROUTED SOUR "CAST-CRETE" SAFE LOAD TABLES 11 SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR S' PRECAST & PRESTRESSED U-LINTELS OAD `/ mw 6mm SAFE LOAD -POUNDS PER LINEAR FOOT SAFE . tpAwA6i,,wwi I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 01p 7d (42) PRECAST 2231 4Ar (48") PRECAST lm 4'4" (54-) PRECAST 15II 9-0 (64') PRECAST 12" 9-17 (In PRECAST 1032 I4" (In PRECAST go r-C (On PRECAST 743 9-r (112•) PRECAST 554 1741" (12r) PRECAST 475 11.4' (133') PRECAST 302 12-0' (i"') PRECAST 337 13'-V (180') PRECAST 296 14'4P (15n PRECAST 279 Iwo (17w) PRE N.R. 16'4" (154l PRTEIRE88ED NA. trW On PFEITHISMSED NR 13-4' Mn FFMPEBBED Nit 2T-C (2d5') PRE87RESSED NfL 224" (I541 PRES1R®H® NR 2f-0" O��Om00 'Om�00�0 i7�0�000 oos�a000v om0000v �mO�OQQ� �m�00m0 omoo©�cr! 000000v omdoo��+ ��00000®o OD�Om00 0�00�00 0��0iL7m0 00�0�00 000�000 0000000 00�0�©0 —' PRESTRESS® N.R M 1 201401 I154 4M M12 172i (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. -ALLVALUESTAKEN FROM'SAFE LOADTABLES' BY CA67CRElE MAY 2015 EIYTWN -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS Sb" (4r) PRECAST 10251 1024 1 1588 I Sb' (42.) PRECAST Y-0' (41n PRECAST 786 1 713 1 1308 4'-0' (4V) PRECAST 4'4" (54-) PRECAST 602 581 1073 N-W (54-) PRECAST B4" M PTB:CAST 411 411 745 84' (54-) PRECAST B-iP (M PRECAST 340 339 S15 9-17 (10') PRECAST 8'b" (78') PRECAST BIT 721 460 Sb" (7n PRECAST T$ Mn PRECAST 424 634 363 rd On PRBD AST S-C (112") PRECAST 320 512 230 v-C (112') PRECAST lab" (12r) PRECAST 284 401 180 19b" (12r) PRECAST 11'4" (13r) PRECAST 280 462 154 11-W (138") PRECAST 12-0' (144) PRECAST 244 402 137 124" (144') PRECAST ITW (18in PRECAST 217 324 110 13•J' (180") PRECAST 4Tb' (16" PRECAST 206 203 100 14'4" (168) PRECAST W417 (17V) PRESIRIMED N.R 284 91 N'4" (178") PREITIREB 13b" (184') PRESTRESSED N.R. 24B 83 164" (1847 P 1rb" (2M PAS N.R. 194 64 lr-4" wn PR631 m 13I" (2929 PRESTFIESSED N.R. 148 62 1B-4- On PR B 21'-4" (2M PPEMRESM N.R. 125 42 21'-'r PM PREBTREB 22d (2641 PREITIRESSED N.R. 116 40 22b" (284"I PRESIREB 24'-0' Mn PFESTRESSED N.R IH 33 W-V P" PRESIRES (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO LIBET OR E=EED VALUES STATED ABOVE PROVIDE MOAN 4' OF BEARING PAST EA04 SIDE OF wNDOW OPENING L — — — — — — — — — — — — — m — — — — — — — — — m m — m — — J V —m — — — — — 1m— m m — — — J LIFT BEAM PLAN SCALE: 114" = l'-0" 1441 N. RONALD REAGIAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdwigngroup.com AA /4 0003325 J y y L Z $ 6 }} O 6 �Qg 4 S N 0 l svHn:v ae LOT: SILVERADO LOT #15 BLK #19 P120JECT# 04128.002-15191 1[ODEL: 4EBB I "1828-CAU AIiAGE aIIING: LEFT PAGE LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DP ARC"" 07/27/20 SCALE 1/4"=1'-0" SHEET s� NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-O" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F - FILLED WI GROUT U = UNFILLED 1. PLACE LINTEL ACROSS TOP OF OPENING. 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 TWO COURSES ARE BOND BEAMS WITH A 95 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 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 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. - WIDTH #OF#SS, IN BOND BEAM COURSE 16-1 T/1 �/c B NOMINAL�� 9 Q� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 W08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRECAST WINDOW e. SILL Z g 'SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE 1� BOND BEAM * 8 1#5 TYR 81x16' (p BOND BEAM �� $$"" 1#5 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR ,y. BOND BEAM GROUT SOLID FROM OP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Sx8 PRE -CAST CONCRETE LENGTH OF BARWIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR .f SX8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3)13I16 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN H SIZE .300 MIN EMBEDN 1/4") 8" FROM EACH EN 18" O.C. MAX. MIN 1-114 EMBEDMENT 2x6 (MIN 2 X 3) 2.a116 T OR DRIVE PIN (MIN SR SIZE.145 MIN HEAD SR MIN EMBEDMENT 1 1/4 FROM EACH END AND O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-W16 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN H SIZE .300 MIN EMBEDN 1/4") 8" FROM EACH EN 18" O.C. MAX. MIN 1-114 EMBEDMENT 5 ARCHWAY FRAMING DETAIL GLE #5 FILLED TURNED DOWNLED CELLORNER � BOND. BEAM BAR, 30x30 TURNED UP OR INTO STEEL REINF. OF PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4•=1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 ww W.aDdesiplgrouP.com L AA #: 0003325 Y V rpluNT 07/27/20 ScAum- 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 M' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 lrr HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 MS36, .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'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN W ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1 w= �►7 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) `6 COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. a�1 �_ = m. min rA MW WE ML - 1 I� Mime - FRAMING PLAN SCALE: 1/4" = 1'4r pTp L� r� 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesWgrouµcom AA N: 0003325 q � i S 5 8U13DM & LOT. SILVERADO LOT #15 BLK #19 P1tOJEcTr 04128.002-15191 MODEL' 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 137 NAILS TO TRUSS B-(2) SIMPSON HETA16 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 HETAt6 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W! (3)16d GALV. COMMON NAILS. ix2 SECURED W/ IGd GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOF/WALUFLOOR HTSM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TITEN 2ANCHORS TO COOT CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON 6", 8" x 4•-U' MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4' x 2 1/4' ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES Q 24" Or, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = Ud 810 LBS, L:770 LSS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SO :314='� (2) 2X4 No.2 SYP D81G. 2x4 BLOCKING BETWEEN BRACE W! (3) 12d EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO XARACING IS PRESENT AT COVER 5 TRUSSES) 4'-W O.C. (AT SHEATHING U-0' TO 30'-U' (1) "X" BRACE1(2) SEAMS) 30'-1' TO 60-0 (3) "X•' BRACESECURE 2x8 PT. PLATE (i)'W BRACE 0 CENTERTO BILK W/ 12' DIA. (2) "r BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6" SEE ARCHITECTURALMIN. EMBED. AT 32" OC MAX. tE-ENG GABLE TRUSSSECURE GABLE TO bz8 P.T. PLATE W! 12d•s 8" STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED W/ 10d's @ EACH TRUSS TO BE INSTALLED MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS � � NOTCH DEPTH 1/4"D HOLE EDGE >5/8" HOLE DIAMETER vnl,�< 2/5"D SGL. STUD OUTER 113 OF SPAN ONLY EDGE >5/8" DIAMETER PLATE \\ I I I I `—<HOLE DBL. STUD STUD NOTCHING AND BORING LIMITS 0 scALE:11n"=r-o" 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3�4•=r-0" — TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesignomp.com AA #: 0003326 F3 4I d BMGM. ee IJOT SILVERADO LOT #15 BLK #19 PIMOJECT# 04128.002-15191 MODEM, 4EBB "1828-CALL" GARAOE STIMc: LEFT PAGIM DETAILS 150 MPH EXP. B DATZT". 07/27/20 8CALE: 1/4"=1'-0" 6HEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENGD WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING Q VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ V2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED Wl (2)10d'8 @ EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL � SCALE: 314"=1'-0" i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PN: 407-774-6078 FAX: 407-7744078 Lwww.abdeMgn"p com AA 11: 0003325 q 6 �pX SUSDIV. de LOT. SILVERADO LOT #15 BLK #19 PFCOJE " 04128.002-15191 MODE. 4EBB "1828-CALI" GARAGE SUING: LEFT PAGE DETAILS 150 MPH EXP. B r 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG, WHERE X-BRACING IS PRESENT AT BRACE WI (3)12d @ EA. 4'-0" OC. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 04Y" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) X BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE LQ CENTER (2) -X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL — FROM CENTER TO END. UPRIGHTS OVER 4'-10" (AS PER TRUSS ENG) 2x PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 112, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" OIC, lx2 SECURED W110d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 20 RAT RUN 12" OIC AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACHTRUSS SEE SCHEDULE �--� GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:X4"=1'-0" VTCR SPACING (1)AT EA AND V0 O PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-W78 FAX: 407-774-0078 www.abdeslgngroup.corn AA #: 0003325 A v uy� fl 0 64 s 4n W SVHDIV. & LOTil SILVERADO LOT #15 BLK #19 PROJECT* 04128.002-15191 moDEL 4EBB "1828-CALL" GARAGE s1WMG: LEFT PAGE: DETAILS 150 MPH EXP. B 60 ROOF WIND DESIGN PRESSURES 0 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF OW'IRAGM 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 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 6d GUN NAILS 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS All IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 IN SCREW SHANK 0 RINGS (i R INCH) ER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION(ISANTA) ESR-1539 EXTeFOOR SHEATHING USE 1/2' COX OR 7/16" 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 GUN NAILS AT T O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Mt Z W ZO O Ow Ya U NO z K 8d RING SHANK GUN NAILS @ 4" O.C. .- TOP & BOTTOM EDGES .- J_a a . O 2 J 7 W Z U cwd co _J � y ¢ S U rA Y a 3 Q um,L) U w Z� 0 TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS --� ROOF SHEATHING � Emm ,1 .-_-M, 11 - s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GA81.E BD FRAAAINO C8d RING SHANK GUN NAILS 0 9" O.C. IN FIELD ; SHUfHING ATTA54A I HINU (.. . TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS 012- O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6m EDITION ALI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 313 AISI SPECIFICATION FOR THE DESIGN OF COLD.FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-OWGRADE 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 W 20 psf TOP CHORD -ralHconou rrt 10 psf BTM CHORD --current DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf WA ASPHALT SHINGLES) (10 psf W No GYPCRETE) 10 Pat STM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 pe1 STAIRS LIVE LOAD 40 W WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B. RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOW, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20P5f. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 2DOW, GUARD IN -FILL COMPONENTS: SOW, PASSENGER VEHICLE GARAGES: 5OW, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30W. STAIRS: 4OW SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGCNEG4TE USED IN CONCRETE SHALL CONFORMTO ASTM C33 MAXIMUMAGGREGATE SIZE SHALL BE 314". WOOD: NON -BEARING W0013 WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CWViBRED 3M. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING. LEDGERS, BLOCKING. CRIPPLERS. SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb = 1100 PSI AND A MODULUS OF PRDWOEBYI CONTINUOUSPOLYETHYLENEVAPIXR BN86ER1®IBARNE UNDER ALL SLABS IOK.AT®ON ELASTICRY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED NCNB AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. BBt EDITION. SEE NAILING SCHEDU I E ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SVP 92' WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED T-O' OC, EACH WAY. REINFORCING STEEL: 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 All THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: $4 BAR - 25" d8 BAR - 36' 05 BAR - 30" 07 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY. LAPPED AND TIED TO EACH BEAM RESAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL 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 A448, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTEO-WOOD TRUSS CONSTRUCTION% AND 'TPOWTCA SCSI V 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 WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENOS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY& ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ROW DE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PROVIDE 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. "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/rMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACKITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE Tm - 1500 PSI. BLOCK SHALL BE PLACED USING OFT DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-478. 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 3/8" 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 OUTLINED LNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHANICAL ENGINEER TO VERIFY REINFORORCING. F SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GE0.4ECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE (MCRETE. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 Ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8, = 46 "L STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S. Fy = 35 KN. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+A PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFACI 301 ANDASTM C-94 OR MEASURING, MIXING, TRANSPORTING ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONMWMTM78 SHILL BE TW4TAWM WHEN CONCRETE IS BATCHED. THE MAXIMUM TOM ALLOWED FROM WHB4 WATER IS ADDED TO THE MIX UNTIL IT S DEPOSITED W ITS FINAL POSITION RMLL NOT EXCEED 90 MINUTES. IF FORANY REASONTHERE ISA DELAY W SUCH THATA BATCH S HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. TT SHALL BE THE RESPO/SOUTY OFTHETESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH AIAADRWEATHER, 1-1rt FOR 4E AND SMALLER 2' FOR w AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 311 FOR SUBS, WALLS AND JOISTS 1-1Q'FOR BEAM AND COLUMN PR&4WY REINFORCEMENT TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MPLICATION aD:E TYFE SPACxiG pEIAFRl6 APRIDATKKi SITE TYPE SPACING REANR 5 14 PT FLx MTO MASg4S1/GONG. CASE WAOENEO COLL NAAt1?LONG. GNUGEDOgR&1CK TO MRTx 1/P DYI FA ebG P ENDORT., 2'EDGE DIET, K.EXT.000fLS 4 PT.9EE HpTEb GSE IWmElEO WL NAL1,?LONG. POI: STAGGETED Wx.00NNOOIY FASTENED MO W9OMYwnNC. GAMGE DOORBUCK TO NASOHAYlf.ONL. ,?Du. WI WASHER EJtPANSKJNettT XD'C PEM3ED..PF1D bSr., TfDGE DUST. c, sE HAPDEFr•O mx aoro wemxAxxmcwSTEEIIo NaErx -To CONTACT THIS ENGINEER FOR SPACING to PT,9EE MOTIFS NAx,+rz•LONc. sTAGGEF�n barobWsoNLVICGNG. wsoNRvrcoNc. REQUIREMENTS EM.SWMG DOOR I3)L16'DW. 111T'.,-'O,YENO. NON9FARWG WD00 12'° E%PANSgN PEMBED.a"END If'O'C BUCK L PT.SEE WTfe NO WASHER ,B•O� .11T EDGE OLST. -To- . 9lAB W/WASHER BOLT DUST_,?EDGE 06T. w'� O.11B•PAFnY 1xf ffbC a -END. DIS�T.,,t? '^T -�E ASNER srwccEREO O NOIEe NOTES 1. STAR S 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. PA SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PA TO THE SUBSTRATE. i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PR 407-7744078 FAX- 407-7744078 www,abdesigngroup'com AA /: 0003325 Ls 000 - j r 4 j d t lt,e�'jg�i�� , , Ll