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HomeMy WebLinkAbout7090 Boxer Round Pl99 99 1828-4EBB-CALI HOMES 12602 TELECOM C)RIVE, TAMPA, FL_ 33637 Tel= (813) 740-9720 Fax: (813) 740-9716 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE DEC 0 4 20 CITY OF ZEPHYR PLAN EXAMINER F, • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .ROM BUp= CDI & , WE \/ ��M ) •�, LOCJL AND 8TA!>< C00�$ •OMANC, - RESIDENTIAL GROUP R3 :CONSTRUCTION TYPB - VB '� INTBRIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH VBsd=116 MPH TPOSURE — B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV A/C ALTJ. . AMP. BD. CL CAB. CLG CLR. CONC. CPC. C.T. D. DBL D.G. DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. EA. FQ ELEV. EXH. EXT. F.GJFX. P.G. FIN. FIN. FLEE. FLUOR. FT . GA. GAR. DISP. G.F1 GL. GYP. BD. H.B. H.C. HDR INSULR� MT ABOVE AIR CONDITIONING ADJUSTAABE AMPERAGE BOARD CENTER CENTER CLEAR CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASFIEI EACH EEQUV�ATION EXHAUST EXTERIOR FllCEDGLASS FUEL GAS FITESH FLOOR FLUORESCENT FOOTINGDOOR GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER.O.P. INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOWCORE HEADER INSULATION INTERIOR LAV. LUM. M.C. MIN. M.T. MTD MTD' N.T.S. O.C. PL P.B. PH. FLY PLYWD. PR. P.T. R RAD. R.A.G. REF. RM. R.O. S.C. S.D SHHT SHTHG. SHWR SB-0. SL SL.GL STD. SWS TEMP. T.O. T.O.C. T T.O.S. TYPTYPICAL U.N.O.U.N. V.P. W. wo. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE CCABIJ� MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO ONCENT R ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURETRFATED RISER RADIUS RETURN AIR GRIII. REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTOR SMOTE DETECTOR INLE HUNG SHEATHR7G SHOWER SIMILAR SLIDING SLIDING CAMS STANDARD SHEAR WALL T MP'EERREDGLASS TOP OF CURB TOPO TOP OF PLATE TOP OF AB UNLESS NOT® OTHERWISE VAPOR PROOF WASHER WITH WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION 01AS/1B COSIBBIED ARCHITECTURAL SHEET DESCRIPTION ton RBC UPo"� PG CI -COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DL —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WAB—WALL ASSEMBLY DETAILS OVIMA9 CD'SREdBBUED aQRUB1 SgiOJG ELEVaraNB ADDED 0W*f6 CDSR8 MBIJED p4MllB FOOTRYsREVbIONPERM.B0BE8 C141AS CDS RE- 0711BAB AD=OUR MPOWERATGARecfDETAIL(FMMYERS) 002/19 PLANMNMTEN4NCE OB/m/B REV= LINTEL BIDE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LW. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04R4M ADDED ADDITIONAL RECEPTACLE IN GARAGE PER ULL BATUM (MLB.J SQ.FT. CALL. S &fl4A% REVISED NVAG VOLLMEB ON WP CALC BCHED" (MELW c"/ID ADDED SXTERIORMOW DEEP F00tEFrMTAILn/sM(Oft) LIVING I,e2a Ba FT, GARAGE 430 ba FT. ENTRY 16 Ga FT. LANAIGa FT. 2yb2BQ FT. 06aTA9 ADDED LED LIGNTB • KITCHEN s DATH PER MARK BOBEB VIAW B ADDED STONE 0104ION ELEVATION C 1 D (TAMPA) VVIM ELEVATION GIVING -ADDED LOUVER GADLE RoaF STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S21A—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG S3.iC—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LABILITY FOR INTERPRETATION OF THR CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SIT) ARE UNCLEAR AND IN NEED ORDER TOOBU TIERS PROJECT BASED ONAILING OR THISEXPLANATION IN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A THINLY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR D RPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BAND ON THE DRAWING SET. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.7744078 www.abdesigtWoup.00m AA 0: 0003325 as 8 x 4 SILVERADO LOT #1 BLK #17 AleOJ>mQT� 04 8. 0 -01171 m0alcsa 4EBB "1828-CALI" UARA Z BWVWOt LEFT IPAGM COVER SHEET 150 MPH EXP. B ROLAW A ABOUCF1ACRl1 AR NO 93723 A R0/09/194"=1'-0"1 OENEM NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 740. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WNDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.212. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-M INCHES THICK, OR 213-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS ORCLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTOTHE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INC H GYPSUM BOARD APPUED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. sm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORTAND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY $O THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8, EXCAVATIONS TOBEAMINIMUMOF 3'- 17 BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TMIBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING ORCUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2V AND THE MINIMUMAREA SHALL BE 8 FT . SQ. PLIINTiE10 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %- PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603,2. EXTERIOR WALL COVERNGS 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 11301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EKTEt10R MWES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, lib' 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, I/? THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - 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-CIO63 - 1 IA AND R703.7. FWREWTANTCONffrRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1. EXTERIOR CEILING TO BE tl2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77445078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 L OC as 0 4 N T.F."ll a1LTRDIR NRt Lom SILVERADO LOT #1 BLK #17 P1ROJE CT 4 8. - 17 �cOIDRU 4EBB "1828- CALI" OA1RAGE! SWINOt LEFT PAOmt GENERAL NOTES 150 MPH EXP. B Dw10/09/19 ISCAIN. 1/4"=1"-0" sBcmT GN 39'-b' O, ESEEI O o IEUEEEEEE o IEEIIEEEEE Di CI EEEE1 O1 � r i - - RICI B - r - to it r- I t r r - - - r - - - ee n - r r 11 I - r r � � r - r r r- - 0 0 - /- r. p, �o - ME ��■ AS - OPEREILCC&• - -CODE Elm o - GMAGE r® r owl ° I - r Ml 0: CI G - - � - E - 0. L � olEE10 ;olEEllo oIEEEEE1o��olEEEEEIIo _l -"4 IEEEEEEEEEEEI SQ.FT. CALL. S LNNG 1028 Sa FT. GARAGE 430 Sa FT. ENTRY iG Sa PT. LANAI 88 Sa FT. TOTAL 2,3.2 Sa FT. CWOIaR AD CLADMOD LOAD/ ILNC OD WOOM FORS ECOID UR ME 110WNW&q IaMllq MIN. WNDOW 10 5 24/-33 CRITERIA EXTERIOR &Arl is 5 24/-31 DR MIN. CRITERIA S,G.D. MIN. 41 5 23/-25 CRITERIA 16" O.W.D. 112 5 20A/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H. EXP.-B, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COW&DAID ONM TOP PLATE 9 �n ABAR DETAIL 9CALE:Ia'.I'-0' DTL. (�_,-)AARCH ALE.1/2. I•-®' FLOOR PLAN SCALE. 1/4' . P-0' NOTE. -2-8 LOW. DOOR LLV AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS EIETWEEN THE GARAGE AND RESIDENCE SHALL BE EOUIP'PED IUTH 80LID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIC00NE88, SOLID ORHONEYCOMO-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK• OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abde9Igngroup.00m L AA 8: 0003325 la7 � � tL3d 4 0 t] R SILVERADO LOT #1 BLK #17 PEIOXIMT 4128.0 -0 7 EcoaElrs 4EBB "1828-CALL" GAWRA0Z DIrINCk LEFT PAG>Q: FLOOR PLAN 150 MPH EXP. B DATM 10/09/19 acAI.1E 1/4"=1'-0" BCAtQT Al 5LDG. W.T. FYPON LA2X24 OR EQUIVALENT 12 LAP BIDING AS SPECIFIED (TYPJ 4' FRIEZE BAND (TYP.) i' TRIM BOARD ITYP.) H77A OPT. COACH LIGHT SHMGLE ROOF DECORATIVE 4 TTERS OR a 1 QUI VALENT v I I 4RAISED aBAND mrm, "I I ,�0'-®g FAN. FLR m'-®' FIN. FLR _ ------- T OFF RIDGE T RFAOFATM = 2364 SQ Fr. NErfFEE VOMLA11ON AREA IEQUIP = V30D REQIREOVENTIIATONAREA = 2365/3OO = 7e1 ENTRATONAREA1SQ mCNES PERFT.II441 = nX72 SQ IN. MIN. FEW EDVBOMLSTION = .sx 11%72 IN IAPER PORTONOF ATTIC 5 U36 s4 m. OFF RIDGEVENTILATIINF AREA 1T.5 SQ IN. PER VO6r 56736 /115 rOF VEN75 REOOIRED = 463357 ALrOF VCNIS FROM DID 5 •AREA a ATTIC ISTHE PF16W M OF THE HOUSE, LESS THEOVE76MNG IX1lROROF WAUM ERMIOR OF WALL. NOOYEINANtSINOLD® B'-8' BRG. HGT. I,_0. a F-1o � � v v I I TYP. r r 0'-0' FIN. FLR FRONT ELEVATION REAR ELEVATION SCALE: V4 " I'-0' TEXTURED FINISH SCALE: 1/4 1'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R109A OFF RI� T OFF RIDGE 7 12 a'-e' BRG. HGr. I'_m. I'_m. i ®' 4' C DECO. DTL. A SCALE: la . 1'-0' 0'-O' FIN. FLRr, d ,�0'-0' FIN. FLR LEFT ELEVATION SCALE: V4 • I'-C' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT W-O' BRG. HGT. 0'-0' FIN. FLRo- RIGHT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeskgngroup.com AA M: 0003325 rL OFAt ig O 0 > Eusnnr. as LoT1 SILVERADO LOT #1 BLK #17 PMJ=Tp 04128.002-01171 mom 4EBB FT1828-CALIF GARAus EVIENCk LEFT PAGE& ELEVATION "CF' 150 MPH EXP. B CT vo IDATilk 10/09/19 ECALE7 1/4"=1'-0" E!lt mw A2C 4 ELECTRICAL LEGEND BYMDOL DEFINITION NOTES _e 06V OUTLET M AMP S► ILE FOLS MV OUTLET 14w OUTLET w OF OUTLET mow TO ENTON an WV OUTLET nwo.wwo FATS. NIE"P'RR fT&VM MUSTANT TYPE) 330Y OUTLET (4) OW MWA CTICN IyII� 6F1 OUTLET 00F T MUCH VATC14 3-WAY Of7R W4 SURTCH 4-WAY OPEM L f 1 EALL I•tlIMCD �J Lion CELN6 LOW © LED CLO LOW O VP vAPOR Pea@ Liort ORomenc, am 4ALL SCON'a -� FRE-RAID eYW. PAW I GIM RLR S6 FT. Vlf4T. FAN W.ISfO I CRT PER S6 R. PSfnAt fSPK'S TlD K ® T 24KL/YARAT AISOND ) AROI►D f 4CE FN?J A' FLUOIMSCOW 4'F41a1WClfT p ro- a-�vy II 6 4' TRACK LIMT PANEL db ME'" OSD. l•IOIQ D!TlGTOIA IATr suac� w•' MALL PMUM D SFIOIa DETECTOR immw ® E+/i.O uRK4rewmdm C&Q'!0 0!1[CW madam NTER•CONRGIm SMALL M! A DISTAN^.E OF NOT MG TMDI 4' FDDANT L*MT NATURAL 646 . TnEMESR JACK Iw WTER IMATRS o*coNrtcr AIR ea4DrrloNTw D*Oaponar ILO ,Euv*foN JACK O 70 N SUPPORTED N ACCORDANCE SF ECN i-sm MAMIW AS 41UCM TM CRNE FINLL*iR TO SUPFtl1S1ED N A* MCK FO MO J600 AS S SUGIIF FI FOR NVIECTION pc= 24' 04CM4MSCWT Lion 61" M' 11CNp6CRO LWIT ~ [Sono M,AIGaDMCMT L16MT 6TRS• FLOOD LOW ,a OFT. NICUMN IQTPAD • f-A NRN-EU TCN Pont owF we PORT • LOCATION CP Tv JACKS A M40HE OU%J M a PANS TO RE ymono a NCVMO@RR PRE-CONST15=10N ewTN6. • ALL R 4 3/ AT'IP NKANCN CSCUITS TO BE AMC FAULT PROTECTED PER 4ICTIlMAL PRO'.MIQU OF EICd aTM lDITION f3lFU A NEC 3bJ3 2d" lQMML • 36 AMP DEDICATED LAU DRY C"wUlT. • 6R a *LAND fNOT ON KITO+ CIRCUIT) • D*14YA 11IM D*CONlCT TO ME LOCKOUT N PANEL • NATHWON M&LAUST PAN TO HAVE MK CAPACITY OF SO C M NTER9TiC1ff PER ELECTRIC4. PI101ASION6 Q SCC710N ME01A TiCM (291M • LALMMT ROOM RECM"ACLE SHALL ME dRdSO PAIL? CIRWT•NM40MM IER PROTECTION FOR NINON ML ON PKMOEIM • NRN6 MTNOO SMALL I3! NON METALLIC CAUL! PER ELMCTP A FROMI" OP FIrAE AtM ITD (xD) ALL LOW TO CO PLY SATN ELICTRCAL PIEOVIE1oN" ATY ®(}AURA i T18 FIGSERG • % f! L16Mratl MYT Aw "alR6Y !/IdIIT TIRE FH Wl ------------------------'-/ OPT. COACH Lb3WT ELECTRICAL PLAN SCALE. 1/4' . CEILMG MTD. LIGHT TO BE INSTALLED, PROVIDE J-8O)c FOR OPT. FAN IMMEMEMERIMOEM 1®ZENI�oE��EEammc=mo ®otor-T--�oEu BEEN ®NRNNNmr—'�T�OI'7E® moo moto--'EE�41a -_- EEI�M nma© w © E®OEO E®EOLO"'R-dLR'��EEmE� 'IIIIIa44�0O 0EE'F_7 WIM EMEIMMMIMM EMEEK01 IDES© I©SEEM .6�.7II�E0 I®EDI© Man PTc-7'i•'�EER'T�ME IE�sm oEMIN F>♦Qt♦R'R rml ^�IF'faEEMEM BEEN uuar_,.�a�u a4I�a4Nf•IIa4f•��alllaa�u ua uaaa>_ 'IIIII�IIa4f•IIIIIIa4f• �a>_aa�aa>_ 0 0 IO Eo Eo MCME EEEmml _. O E® 11117 Et7ICF7t'..^,. I I I I II' I I � I � I I eL - I I I e I I I � I I L I I I l - I I J LED LIGHTING ® DOUBLE LAV. R TH 150 AMP ELECTRICAL RISER NOT TO SMALL ar9ntlL W07M A,d- MATEIOALS ANO WALLATI" SMALL COYLY URH RE CTIM CAL PROMCM OF THE lD111DA (AtlD LOCAL CODES. AND ALL LOCAL FOAM COMPANY INIMRI•ENT& w`, A" CONDUCTOM LL SMAEE TYPE TI HMMUN UWM PRIOR TO lD. f LED LIGHTING C SINGLE LAV. 6 BATH @ PROVIDE "M CA THEM • w CU N 3' CCNrU/T OR s %M AL, TWM• K 01 N N COMMUM. (COIDUIT TO TEIRf4All All" SOFFIT O N1040 L) caea4ArFON "'W'E 4Re ANr O*CON OW ONT04 AND lEVJ4l VOLT M ELEIOC I• OTETER IN I NI M 3fl 04CLOOM PANu MaR NCK MRVICE 85MA TSLEY A NMA* oa MRVKE L" lSi4!'SNf Ea4RFFMn S0lRSY6T@I IOND►b T.l1NAL AT LOW VOLTAGE CCN BVWM f.L SERVICE 6"O" CONLCIED TO CC r•RMTE MCAMO FOCIM 6TML Fl! ELECTRICAL 1'RDNN� " OF Two M" DIA X SI of R L00 CORMN CLAD O"pID To 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdMigngroup,wm AA #: 0003325 jBe as $ j O O O Ell sum a! Loan SILVERADO LOT #1 BLK. #17 vino CT 04 8,00 -0 171 ELODILT 4EBB "1828—CALI" dAltAda Q7 NG LEFT PAQZ. ELECTRICAL PLAN 150 MPH EXP. B 2' VTR I\ I \fA 1/2' r V2- I \ L.AV 4 t I t 2 s V2' 2 WABNER n .I KITGNEN SNK LLV 2' AUTO VENT J. I V2� .-�Tus PLUMBING RISER DIAGRAM PLUMBING PLAN E. V '-O' TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%: 407-7744078 wwwabdosWkgroup.com AA N: 0003325 J W. as 8 �Ju WIL u WW 0 ; � C oulwiv. dt X,= SILVERADO LOT #1 BIK #17 P1lOJE T 4 8.002-0117 HODzu 4EBB "1828-CALI" GARA02 81VINC : LEFT PAOM PLUMBING PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL DE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAID 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (201T) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS] AIR DUCT AS PER NPPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALT. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBG 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHMG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WTH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF IhV DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN A L*WT O/A OUTSIDE AIR ® THEPWI06TAT ® PA86-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONIC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAPCONS UNIT SMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLEA T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE 81.AID �6XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER____y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION Nr2A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE PL PL. OR WALL CD. PLUG PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAPEC FLOOR SLAB CLEAN -OUT (TYP FIN. GRADE OR PAVING SEE SPEC. 1'-61X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED [EE nEXT. GROUND CLEAN -OUT (TYP�.1 MECHANICAL PLAN SCALE, V4 • I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.607E FAX: 407-7744078 www.abdosigngmup.com AA N: 0003325 i S . iq W B. � 0 S 6 aysniv as WTI SILVERADO LOT #1 BLK. #17 PMJEOT 04 8. -0 71 MOD= 4EBB "1828-CALI" GARAGE 8WDak LEFT I1PAGE,, MECHANICAL PLAN 50 MPH EXP. B DRUCT w10/09/19 OCALE: 1/4'=1'-0" 821111 T M1 2X4 TOP PLATE PRE-FAS TRUES la en BOARD 1/2' DRYlU4LL TI' 2x4 WOOD STUDS n4' Oc. FIN, PLR ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' OTC. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. 1 TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'-I'-0' FfBERGLASB SHINGLES, OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.L1 ON l' ObD. SHEATHING OR Uj' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSSTTO�Ap MTL. DRIP EDGE 2x FASCIA PERELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� 5/8' GYPSUM BI OR I/2' W1014 STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 9 (2) COURSE DO NOT CUT THE BOND BEAM REBARS za PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■I'-0' ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION I r 19EFERENCE STRUCTURAL fx2 P.T.FURRING — STRIPS a 24' OL. S' CI -AU 1/2' GYP. WL. BD: WOOD BASE — a 4 , ti.. ..d q n W/ WINDOW OPENING FIBERSLASS 61-IMGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON ObD. SHEATHING ORCDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT VI' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR c . .. TYP. WALL SECTION SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF TO LE , A 4 1-STORY HIP BLOCK WALL (2)SLOLAYERPES2:12 UNDERLAYMENT58THAN 4SY:12STEM SCALE, 3/4'-1'-10' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4S69 TYPE IV, OR ASTM D 6151 2B GAS LINE THRU BLACK W-r PIDERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON jr Oba SHEEATHNG OR ?' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP 6CREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TYP. OH. �.�.... 1 A!OiO�iTiTiO�i�iO�iTOOi �. in& vmi+w�cx6 I —orwaAcoaa� my alwmeb PASTDW TO BY KAP. OZ w ROOM= AFPOWAL IMO. s GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS 61-IMGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' O.S.S. 6TIFFBACK AT ALL UPRIGHTS SHEATHNG OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER r6TRIUCTURAL FASTENER 6CHEDULE PRE-ENG WD.TRUSS DG MTL. DRIP EEPER ELEVATION 2x FASCIA PER ///ELEVATIONS CONT. 2x RAT RUN SECURED PERSTRUCTURAL DETAILS /VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TR1J66 PER ELEVATION WEEP WREED 5/V GYPSUMBOARD OR 1/2' 2x P.T. SECURED PER IG HH STRENGTH CLG. BOARD DETAILS n W/ WINDOW OPENING N WIND WATT ION TO MASONRY WINDOW ATTACHMENT AS PER COAT PORTLAND CEMENT MANUFACTURES SPECIFICATION PLASTER APPLIED DIRECTLY P.T. FURRING � STK. WBTRIP6 a 24' OZ. 1/2' GYP. WL. BD. CMU WOOD BABE C'-0' FIN. FLR B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL VSCALE. 3/4'.I'-O' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 327W PH: 407.774-6078 FAX:407-774.4078 www.abdes4Mgroup.com AA M: 0003325 ^ A �a� � W G 0 rr� g � 4 SILVERADO LOT #1 BIX #17 P1O JBCT 28.00 -01171 u0aaZ- 4EBB "1828-CALI" GARAGs swath LEFT PAGO DETAILS 150 MPH EXP. B DCT/l D TM 10/09/19 •CAS.M 1/4"=1'-0" sign T D1 MN. TO OLK W (2))i'XS' A -DOLTS W EMBEDM INf MN. M"R AND NIT SPACED EVENLY FROM FLOOR TO ®I v v I 2X6 dARAW DOOR SUCK uV (b) ® JjW A-DOLT6 4' EMDECIPEW MN SY 2W )4 WAGWR AND N)T SPACED EVENLY FPW FLOOR TO 6ARA6L DOOR HDR N JOINTS PRIOR TO ►ILLNM 1-2X6 PT BLOCK • C@NTBR OF ® DOOR HEADER WKI)A'Xt' J-DOLTS 4- H'1DEDMON T W YWW WMFlR AND NUT. ® NOTES, I ® r ALL ANCHORS SHALL DE N ACCORDANCE TO MANPACTURINS ROTALLATION NSTRUCTk" 06M SUCH NST11IICTION6 AM MOUE 6TRNMEW GARAGE DOOR 7 BUCK ATTACHMENT 4CAW 7'.1'T 8' CMU DRYWALL I'X4' OR PX2' P.T. NAILER bl4 P.T. OR t) N4' MIN. SECURE THOU FRAME 4 EXTEND IA' INTO BLOCK ❑ W/ %' TAPCONS (MIN. 9NANC SIZE JO MIN. HEAD SIZE J00 MIN. EMBEDMENT 1-Y4 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +S/4 R TO BLACK + 4 R +S 4 A SCALE, N.T.S. 2X4, m SECURE TO BLOCK W/ Wo' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6,= SECURE TO BLOCK WR- ' TAPCONB(MIN. IISANK SIZE 345 MIN. READ SIZ10*0 4 MIN, EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 8, IS' O.C. MAX SPACING. yj ❑ . 2X8, ® 1'X SECURE TO BLOCK W/J TAPCONS (MIN. SWANK 812E .145 MM. READ SIZE 300 DOOR MIN. EMBEDMENT I Y4) WITNM 8' OF EACH END CMDRYWALL 4' OR I'XY P.T. NAILER OOR CASING JAMB OR WINDOW TTACH TO 2X PER MANUFACTURES DETAILS. 18 Or- MAX SPACING. 2X4m SECURE TO BLOCK W/ i(s' TAPCl" (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 04") WITHIN W OF EACH END A NOTE, STRUCTURAL 2X I8' O.C. MAX SPACINGMUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/ 46' NON.STRUCTURAL TAPC0NO TAPCON MIN. 1-)4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 1 Y4) )f' DRYUJALL WITHIN S' OF EACH END 4 18' O,C. MAX SPACING. ❑ 'X4' OR 170' P.T. NAILER 2XD.d SE BLOCK W/2-))(s' 7(6' O.SJ5. X 4' MIN. (MIN. SHANK SIZE .14b DOOR CASINCs MIN HEAD SIZE 300 DOOR R OOR JAMB OWINDOW MIN. EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN 8' OF MANUFACTURES END 4 MANACTURES DETAILS. IW OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )'i) DOOR JAMB TO BLACK +1-iS/1p' C RB71K)N TO BLACK +1-18/ 8 E, KTA 2X4,m SECURE TO BLOCK QV TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENTIY4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,ms SECURED THROWN SECURE TO BLOCK On-%' NON-STRUCTURAL N6' TAPCONS TAPCCIN MIN. I-V (MIN. SHANK 812E J45 EMBEDMENT INTO BLOCK MIN. HEAD 812E 300 MIN. EMBEDMENT 149 8, CM U WITHIN 8' OF EACH END 4 Yj• DRYWALL b' OG. MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/J-ir.' CASING TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IV) —ATTACH TO 2X PER WITHIN 8' OP EACH END 4 MANUFACTURES DETAILS. *'Or- MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1�4' TAL�DOW TO BLOCK +2 1 e 2X4m SECURE TO BLOCK W/ I)(r' TAPO" (MIN. SHANK SIZE .145 MIN. DEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 STRUCTURAL 2X S' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2Xim SECURED TWRDM14 BLOCK tW2•II(s'TAPCON NON-8TRUCTURAL TA100" MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT IY49 DRYWALL WITHIN 6. OF EACH END 4 OR M-01 P.T. NAILER IS' Or- MAX SPACING, 2X8m �IXW SECURE TO BLOCK UY2-%' DOOR CASING (MIN. SHANK SIZE .145 4ATTACH MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITNM W OF EACH END 4 TO 2X PER 18' O.G. MAX SPACING. MANUFACTURER DETAILS. MOIi 4,M M meto 10'Hl�.IM� feo Mor eC� LL/ DOOR JAMB TO BLACK +3" E SCALE. RT.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SWANK SIZE 145 MIN. HEAD SIZE 3O0 MIN. EMBEDMENT 14' ) WITNM S' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X0m SECURED TNRDUGH SECURE TO BLOCK W/2-V#' NON-STRUCTURAL i(s TAFCONB(MN. SHANK 612E TAPCON MIN 1-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8. CMWITHIN 8. OF EACH END 4 Jrj' DRYWALL X18' O.G. MAX SPACING. 2Xb,m VX4' OR I-X2- P.T. NAILER SECURE TO BLOCK W!2-Il(�' 2X SECURE TO TAPGONB(MM. SHANK 812E UCTURAL MEMBER 71V �5MIN. )12d WITNM 8' OFEACH HEAD SIZE 300 D 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 149 OOR CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW b' O.C. MAX SPACING. A TTACI4 TO 2X PER MANUFACTURES DETAILS. NOTE. BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A") DOOR JAMB TO BLACK +3' F 2X4m SECURE TO BLOCK WAW TAPCONWMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8. OP EACH END 4 MUST BE ON OUTSIDE 4 0' O.C. MAX SPACING. SECURED THROUGH 2X6'® NON-67R1GTUIRAL SECURE TO BLOCK WI-114' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 14") •DRYWALL WITHIN S' OF EACH END 1 S' O.C. MAX 6PACMG.' P/-IPX4OR i'X2' P.T. NAILER 2X642o SECURE TO BLOCK WA-1/4' )6* ObJ5 X 4' MIN. TAPCONB (MIN. SWANK SIZE J4b DOOR CA6MG MM. HEAD SIZE 900 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. rtl14 I,M 4tmsso ro w� aw= Wo &) DOOR JkblB TO BLACK +3-7/18" C° SCALE lR I TO + -7 , NTb. 2X4m SECURE TO BLOCK WNi TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' Or -MAX SPACING. MUST BE ON OUTSIDE 4 2X64s SECURED THROUGH SECURE TO BLOCK WWI-U4' NON-STRUCTURAL V TAPCON MIN. 1414 (MIRTAPSNAK 812E J45 HA (MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 4") 8' CM WITHIN 8. OF EACH END 4 Yj' DRYWALL WOr- MAX SPACINGA. VX4' OR 1')0' P.T. NAILER 2X8m SECURE TO BLOCK W/I-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OP EACH END t TTACH TO 2X PER IB' OL. MAX SPACING MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) DOOR JAMB TO BLACK +3 3/4' ivl 1FINDOR TO BLACK +3 3/4" RT . 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWngroup.eom L AA S: 0003325 , as 4 W loll O 0 mmm sBaDIIR ac ]LOTt SILVERADO LOT #1 BLK. #17 FMOJWT 04128.002-01171 mommu 4EBB "1828—CALL" GAItAGB 81WING LEFT PAGIL- DETAILS 150 MPH EXP. B 10 loDw� 10/09/19 OCAM 1/4=1'-0- 0311 >mT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107S&2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 LAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13292.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM ®1 W W W. FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesWigmup.com L AA M: 0003325 h 2 u iQ p W YC � a o � a dill SILVERADO LOT #1 BLK. #17 PROJWT 0412 .00 -01 7 HODZ3W 4EBB "1828-CALL" GAVARSJs swan✓♦: LEFT PAC]& PRODUCT APPROVAL LISTING 150 MPH EXP. B r 10/09,10 1/=-0 "D3 PRO'OR" EO CONTROL JOINT'' FLANSE OF CONTROL JOINT* Td EE WIRED TIED TO LATH • 9' O):. MAX (VER72 Nam, DO NOT FASTEN CONTROL JONT TO WALL EVEN P 6TUD EMT8 OEYOND EXCEPT STAPLES Wy VL�MAY ISE TRIP 6ECURE CONTROLLJOINTO• CUEING INSTALLATION —� FASTENERS TO OE SPACED-" a 1. Or. MAX VERTICALLY / i •`, \ Hi* T14KKER3 COAT C41 EW WRO LAYER 7. PORTPIDER WILDING PAPER APPROVED METAL LATH PA67KHED et' (VERTJ or. MAX AT SUPPORTS Ulm LAYER ti STUCCO WRAP WOOD "ATHING LATH WALL NOT MNE WNTRUXIS v To a• —-- v m ►. Twift"M CONTROL \ JOINTS OUT SMALL SO STOPPED AND TIED AT EACH SIDE. PER ASTM CI063 F11iONDE 2X4 OLOCKNS 1301.4 PLACED PLAT MAX W TO 6' \ FROM CONTROL JOINT WEN CONTROL JOINT FALLS ON 6TI6JCTIRAL STUD FASTENERS FOR LATH TO O! E NAILS OIL STAPLES N C MIPLIANCE UV ASTM CW63 2. WIRE TO OE fMO. UERE A O ION I E IN 6HOW1 MAY EM: M ADDIT10y. \ ALL WLI TO SW.L &TLOS REgUIRED PER FLAN / OL FOLD M4tA1O. PT. A OH FOLD tNIMIO . M.A L ORIAM " PL 6 L aAM"pr. O OELaLSM~ Id. BELOW IaaCINaJ WATWH6,MOCHMOCALLY FAa1M P W. MQL OL POW MYNO a PT. A L cTIWAaW . n. e • sew 4 • ® LPOLD MAw.PL♦ LC IAK •R.6 a 0111.1111 . Pf. C a POLO Fr. c OVNs PT. 6 TLL PT. a TOIR3E11, ram` r 0 sDTraN ~'�� WiWl TWR KAL FOLD. 99 ma On T CEMENT Id W I COAT I LAYER -2. rowr OER OULDN6 PAPER Alan Osaw UM LAYER 9. STUCCO WRAP(pRNIW ON.T) RW_lA ~ APPROVED BUILDING WRAP SMALL M LAPPED A MINE9M OF 4h4' 6ELF=ADMERM MEMMMANE 6' 6' • VERTICAL LAPS (ROLL FLA/M M2 (C01FATEiLE UN MOM �. ENDS) 4 6' a HOR InXTAL LAPS &RAP MATERIAL) OVER ALL SEMIS NEED TO ENE TAPED LATH VERTICAL LAP TO DE 1' APPROVED MOW! WTM FORTROER OWFATW 4ti TAPE FLASHING TO EXTEND ONTO PIPE I' OR LEGS PIPE 61c6• SELF-ADIEItlNb rlNIORAN6 / \ PENETRATION . FLASHING (COMPATIELE W HOW MATERIAL) OVER 4W SELF-AC*00 G M01101RANS FLAWING OVER APPROVED r ITN LAP • tETK UlN 401181"• / \ HS.AN4S1G f0 DtT®D aJTO INP! X X X — — — CUT AND OVERLAP ONE SIDE OF METAL LATH 6ELF-ADFERF(D MO'6RMlIT PLASNN6 CUT AND OV "F- OR SIDE OF ry STEP 6ELF-A6Dr.MER64G , - NERAIE t\w Mel ZA. L� mLm �y WWS LAYER ti i' THICK 3 COAT CEMENT STEP EP "a FLASM STUCCO SWAP I PLASTER STUCCO UIaAl• METAL LATH WRO LAYER q, PORTPIOEIIt / I URO ISER LAYER -2. PORTPIMPt END LATER 9. FORI'IF DUILDING PAPER OUY.DRr PAPEREWLDNi PAPER / METAL LATH PS LAY RM 6Y6' SELF-ADIERNG TWININAME lLASWNG OVER 4 A4' SELF -ADHERING MB'bRM! INSTALL PA6MMOM (CLIPS. FLASMNG OVER APPROVED WOOD 6MEATHN6 STRAM, STAPLES) AS MOUSE U4lAP. REMIRED TO 8ECI1111E R.ABH6NG TO lkTrD ONTO MPE PVW URN TO FRAMING 4k4' SELF -ADHERING MEMDRANE PLA04M OVER APPROVED Ham URAP. 1't1N LAT1 R-AWNG TO [k npip ONTO PIPE LAt! 4. OvaP KL LAP PER LAP !i' CONT. BEAD OF SEALANT 2 w •' I VY.I•-O' INSTALL APPROVED MOUGESRAP AIR WILTRATION OARRRR OVER •., SHlATMNG ® KICKOUT DETAIL is oM�INA�) M� NSR. NIP IeaS! OLTI a,hY cM.Eaa .1s* IILKL PLA6041 s .IcOi-0n A.AMMa n. DnAu t16TALL KCOMYf etl ATBOTTOM LN"OQPMOPa MTwwwTww (T.L 60E LAPS OF METAL M-467E1t OASES SHALL BE SECURED TO FRAMING rWISORL THEY &MALL E D TIED EE7101094 SUPPORTS WITH 0041E-N (I21-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). A6 PER A6TM C1063 L3L PON REPAIR OF TEAM N Wla LAYERS TEARS MAY OE PATCHED W(MO.18E WEAP TAPE PER MAWP. SPEC. on PEEL a STICK MOOD 6HEATI OWLDI PAM 6TUOO WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 'i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROORWALL 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.S. SECTION PER SECTION! EISIIIIrYl1O aid OYYIYO Exterior use of portland cwrw t pWoW shall comply with the appHcMw reguirem.ra. of ASTM C 92612A. Installation of exterbr Ml*g andf herg shell comply with ASTM C IOS3-12A LEGEND DRAINAGE PLANE (WRB LATER 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 R-1031.1 / ASTM C-84-1-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesWWg oup.com AA 6: 0003326 Z W7 ip sysniv ae IAT: SILVERADO LOT #1 BLK #17 PROJIOC 04128.00 -01171 MODRU 4EBB "1828-CALI" GARAGM sQD?eie LEFT PAO= WALL ASSEMBLY DETAILS %150 MPH EXP. B B. nAR Jk 10/09/19 BCAUM 1/4"=1'-0" 8iMCWT WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMDRANE FLASHING OVER TOP. SIDE(&) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED &O AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON A L 6, & CAULKING S JOINT ALL PER SECTION RTM.7 EXhWw k0no Its p`SWrw Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 928-12A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12A. WRB LAYER N, ,x . STUCCO WRAP HOODED VENT PLA ICI 9 COAT CEMENT METAL LATH URB LAYER 42, FORTPIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO • ors %//////////// SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-&41-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER -1. UNIT STUCCO WRAP LAYER 4, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD T/e' TEXTURED CONBTRJOTION ��FNISH •WOOD FASTEN TO WOOD STRIGTURAL SEALANT* MEMBER • 1' O.C. MAX TOP SIDES �' utI Tp Jr MID I AIuI WRRP aGILLED 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENNG IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAN ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC i' WIDE 67" SELF ADHESIVE FLASHING, CLEAN MASONRY EEFORE APPLYINS ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI e• WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING';' MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WR6 LAYER STEP 01 STEP 02 UIRB LAYER h, STUCCO WRAP STEP *3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® [MEMBRANE FLAt3HNG WRB LAYER 02, FORTIFIBER BUILDING PAPER 5TEF *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ....;AtMETAL LATH STEF *5 STEP I*6 @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-77445078 FAX:407-774+1078 www.abdosoWloup.com AA M: 0003325 z a� 7 F RADO #1 #17 02-01171 BB -CALI" Iswtxa LEFT PAOZ: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO F-ADHESIVE FLASHING - - - - - k2v2'1, CORNER BEAD (FASTENER 4 SPACING • I' O.C.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosWng ooup.com AA M: 0003925 e= 0 I sysaiv 4�t LOT: SILVERADO LOT #1 BLIC #17 PmJzwTjp 04 8. 02-0117 moaaie 4EBB "1828-CALL" GARIIGN award LEFT PAGI& WALL ASSEMBLY DETAILS 150 MPH EXP. B GCT aF 10/09/19 SCAXM 1/4"=1'-0" s>12= WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATFI x—x—x—x STUCCO WOOD SMATNIN6— BUOT XN"TlW D�4RRM �818TNE X?"mI % Mo 6'�M RNO STARTER STRIP— im �R.w� RM VE \L441lWER �816TI IIGTHBR RlM6fIVE BAPMER 9 V8110-ADWERNS GALvL METAL W PLABNMJA � � � Y • x a,• lFILATlD eL3oD TRn rlm•lesele . -` AL dAP WCAILKM OR APPROYM BB.ALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX:407.774-4078 www.abdeskgngroup.com AA 0:0003325 3 b W r p Z Q Q bn{ 0 4 avaDiv ae "" SILVERADO LOT #1 BLK #17 1pma=T# 04 8. —0 7 moDm- 4EBB "1828—CALL" GATtAan EV7NCk LEFT FACIE WALL ASSEMBLY DETAILS 150 MPH EXP. B L.._._—..—_........._..------------------ \ - - -- — - 2xb SUB-BANb WA'x4' NOTCH . r---- --- ' ' END, WRAPPED IN PEEL 4 STICK DRIP EDGE R I - - 1/8' TEXTURED I 1 1/J3' FINISH * WOOD I I V 1/2' TEXTURED I \� FINISH ® CMU I METAL FASCIA \� \� WRAP Xs' FROM \ STUCCO, 1' FROM - --- — WOOD WALL `\ EXTERIOR WALL (FRAME OR CMU) \� NOT : NOTCH FOR 2XCh SUB BAND ONLY ®ELEVATION ®PLAN A V8' TEXTURED PM16H � WOOD, . 1MIDTEXTURED PN • CPU x ... METAL LATH x x x x x x x x METAL FASCIA WRAP WOE 6WEATHING x x x x x x OR CMU x x x x x x s. UM LAYER h, I, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — UJRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x BUILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x I FRAME OR CMU 2Xb OUB BAND .� ROOPMG 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 x DRIP EDGE x x x x x x x x - (REFERENCE POINT C PL )4N S METAL OUT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) '-1/0' TEXTURED FINISH ,o (WOOD, 1/2' TEXTURED FINISH S CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -V' SCABBED TO TRUSS W/126 NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%lx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/04'x4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT c ROOF EDGE OMITTED FOR CLARITY i44i N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdaskpgroup.com AA #: 0003325 a `aa 0 aUNDIV a Lo1Y IN SILVERADO LOT #1 BLK #17 Pleoam'Jr,F 4 .0 -0 17 movxu 4EBB "1828-CALI" GARAGM MrWINOt LEFT PAGM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B DA lb` 10/09/19 1 8CALIIk 1/4-=1"-O- 1 WA6 90 �4 7A'.A" 28'-8" 11'-0" ,-4" — 1 — — — FM-12X12 — — — — FM-12X18 — 1.1 4"CONC. SLAB I LLrI oa: - 22424 1 LL V-w3 210 I 1-0"ao 10 • EXTEND FM-12X18 1 SLAB 1 1/7 I I I I iv T� I SLAB Im "' I� I I I I I �I LLI I• I 4" PVC I CHASE L— — — — I I• I � � +5 12 l-'- 4" • 3'-0' S I a I I io ' I ILL o EXTEND , 2 SLAB 1117 ,., -- FM-12X18 m �� 4' CONC . I ' )a w SLAB oa 3'-4" I X. 12 ; I , I 12 2 a -3 b J FMC-12X18 FM-12X18 v FMC-12X18 L FM-12X18 J 171 4 4 2'-8" 16'-0" 2'-8" 4'-4- 3"0" 10'-2" 21'-4" 14'-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" - l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-01-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERVMSE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWNGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WY WINDODOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13NDICATED #5 BAR, BNDICATES #8 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (N5= 30", #8.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE OVS 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 I S. 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. 530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C470 GROUT MW PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VVIIYM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 618 W1.4-1.4 OVER GENERAL 3 1/T S 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. LONG TE-1 8" SEE PLAN 10' FM-12112 12, ONTN S 12' (2)#53 +d^ FW12x18 '121 CONTINUOUS 18" 2 #5's + 0'-0" FM-16x18 18" CONTINUOUS 19, - (2)#Ss +0"-0" FMC-12x18 17' CONTINUOUS 18' - (2)#SbVARIES F-24x24 24" 24'• 17' a (-)0"-4" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdeskgngroup.eom AA #: 0003325 W. as t 51 IL uJ X � o O 0 — ¢¢ 3 dUaDIV i6 LoTt SILVERADO LOT #1 BILK #17 PROJWT# 4 8.002-01 71 MODEr 1 4EBB "1828-CALI" GARAGa BIFEW03 LEFT PAGIM FOUNDATION PLAN 150 MPH EXP. B DA 10/09/19 SCALM 1/4"=1'-0" amemm s1 30" MIN. EACH WAY MONOLITHIC FOOTING i — . STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED •• — ., pv rf CELL SEE PLAN FOR SIZE AND a d CELL SEE PLAN FOR SIZE AND • + oa SPACING REQUIREMENT3 0� SPACING REQUIREMENTS P_ T GARAGE DOOR W� + .",.. J RECESS WC �aFM < •, a to Z 8" CMU WALL O N 8" CMU WALL .. CORNER BARS, SAME SIZE AS BAR I W = B+ O p . IN FOUNDATION WITH 30' LEG EACH W WAY AT ALL CHANGES INI DIRECTIONS W N M •_ TOP OF SLAB TOP OF SLAB I .., al SO THAT THE STEEL REINF. IS CONTINUWS ,I.I.. .•' • • MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR •SEE ° EXT. PORCH SLAB ^ SLAB SCHEDULEVAR) BAR Sig 48 BAR DIA 4" CHAMFER (1STORY) •_� SEE SLAB SCHEDULE TOP OF GARAGE I2 +.. R. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET '- 7;0. AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE 6" CHAMFER (2-STORY) 16' #4 24" EXT. PORCH SLAB Wl 1/2 ISOLATION 4" CHAMFER (ISTORY) ILA 6" CHAMFER (2STORY) 0'-0' APPLICABLE) Z SEE SCHEDULE 30, JOINT (WHERE. •! i 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 46 36 AND BAR QUANTITY NUMBER OF BARS Lie. 2 TO 3, PROVIDE 2 BARS), LINO 97 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3/4"=,'.a' CORNER BARS DETAIL DOOR OPENING scALE:3a"=,'a' @ GARAGE 3 4 SCALE: 3/4"=l'-U' SCALE:34„=1'-a LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF Or AND NAIL W/ ,Sd COMMON AND NAIL W/ 16d COMMON VERIFY HEI NAILS, 2-ROWS, 4" O/C BTM. HEIGHT EIW NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. OF WALL P LAP TO OCCUR OVER STUD LAN LAP 70 OCCUR OVER STUD OF WALL PLAN 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING .WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED S NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB VM PLANS FOR SPACING, SINGLE GALVANIZED PIPE O a SECURED W/ 2-PART SPACING. BINDLE BTM. PLATE 12"x9" WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. W/FLANGE 0B4SE y g EPDXY. MIN. EMBED 70 BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE B7. PLATE TO J g 8", UNO PLATE EPDXY 5-1/7 EMBED. MIN. ®iB" OC SLAB W/10d MASONRY 4 FOLLOW ALL MANF. = X USP SPTH4 OR SPTH6 BTM MAY, NAIL 18" O/C STAGGERED. SPECIFICATIONS FOR N USE AND AND 70P PLATE ANCHORS VAN ADDITIONAL METAL CONNECTORS NOT SECURE FLANGE 2 m F-y PREPARATION OF 10d x 1 1/2" COMMON NAILS REQUIRED WHEN NO SLAB W1/q(4) 1/4" X 2 1/4" Z a HOLE. FILL ALL HOLES, DO NOT USE w UPLIFT IS PRESENT. TAPCONS W 10d x 3" W O SLAB SCHEDULE < w SEE SLAB SCHEDULE Q 77 ,P¢' [SEE TOP OF SLAB7 • . TOP OF SLAB ~•�...° 4" CHAMFER (1STORY) • •. , 6" CHAMFER (2STORY) °�` '��-- • ; "�- EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 7 scAlE:34"=,'-a' (W/ UPLIFT) SCALE:3/4"=l'-a scALE 34"=1'-a' (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED 'NAILS, 2-ROWS, 4" OtC BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL VW PLAN SPACING REQUIREMENTS Z 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING � WALL Wl SYP No 2 STUDS SEE PLANS FOR SPACING SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL p y t PROVIDE DBL TOP PLATE 16" O/C STAGGERED. W m O ADDITIONALMETAL a a CONNECTORS NOT 0 0 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) rp�. 8" CMU FILLED. CELL(TYP.) •,..--^"--���.� TOP OF SLAB I•' 2X WALL FRAMING 3EE SLAB SCHEDULE +-a TOP OF SLAB e• • Z f Z - i SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD ° • CENTERED UNDER WALLAND 1/2" DIA. USP 7250SO SOLTS S' MINI MUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 10" O.C. VERTICALLY MAX -� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .`4'•'y'�'4T . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL OTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE: 3/4"=1'-0' (NO UPLIFT) SEO SCALE 34''=1'-a' 11 SCALE: 34"=1'-0 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdostpgroup.com AA 8: 0003325 . a IL O WWWQ p �J o avaaiv. & LOTs SILVERADO LOT #1 BLK #17 lJW 0O-0 171 woa�.t 4EBB "1828—CALI" GARAGM 811FINCk LEFT PAOI: DETAILS 150 MPH EXP. B 19 10/09/19 �CAL� 1/4"=1'-0" sister S1.1A DOWEL PLAN SCALE: 1l4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.sbdesWtgroup.eom IL AA N: 0003325 , i w r S Iy m C t SILVERADO LOT #1 BLK #17 Pl�O"' 4e 0-0117 HODMIC 4EBB "1828-CALI" OAlRAOM swlNO: LEFT PAGM DOWEL PLAN 150 MPH EXP. B Dw� 10/09/19 1/4 51.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/itl'HOOK -GROUTED BOND BEAM N Q p CLEAN OUT REQUIRED FOR INSPECTION .p '. '•' I TIET/ERTICALREBAR d• b • TO HORIZONTAL REBAR W/ 1U' HOOK �L BAR SIZE 148 BAR DIA Z W #3 18" > #4 24' 60 HORIZONTAUVERTICAL #7 42" REINFORCING � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 4 SPACING REQUIREMENTS m W U It J N = Z 8" CMU WALL O o� o , 70P OF SLAB SEE SLAB SCHEDULE Z W EXT. PORCH SLAB BAR SIZE 48 BAR DIA > 4" CHAMFER (1STORY) #3 1S' "' U W/ 1/2" ISOLATION 8" CHAMFER (2STORY) JOINT (=TE #4 24' APPLICABLE) Z MATCH STEEL #5 30. 8" PVC CHASE PER SCHEDULE 2 REINFORCEMENT„ THRU FOOTING #7 42' SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING ' d 1 VY UY tlLAtl ' d ' d. 1. •d a� d a 8" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE 4 CMU UNIT DIMENSIONS oo ARE NOMINAL SIZES •v( MASONRY SYMBOLS D SCALE: 3/4"=1'-P' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 wwwAbdesWVoup.00m AA #: 0003328 as Q� O W � la 0 y� 1D e O aysarn. a. I'M SILVERADO LOT #1 BlK #17 ]PROAMITIP 4 8.0 22-01 7 UODZU 4EBB "1828-CALI" GARAGE NTUN02 LEFT PAGE: DETAILS 150 MPH EXP. B —14 Dp Tm 10/09/19 sCALm 1/4"=1'-0" 839mm S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 10d x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR Li W/ IGd x 1 12• 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 NABS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 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 P8838, .177" • x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE JJJSM INDICATES OPENING BELOW / T.O.S. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION ( ) 17H, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING B81 MASONRY 3000 Ill 1 #5 N/A GROUTED SOLID "CAST-CRETEO SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8• PRECAST & PRESTRESSED U-UNTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LNJTELS SAFE LOAD - POUNDS PER LINEAR FOOT SA PLF AD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Nil r,20a f,a00 was 41" OPswr Ness TYPE LENGTH M# RCIAU TYPE LENGTH W04T me 0FIs4r 11i 0w►1T 01•fstr i20dT !an' ill from ~ aa[f ~ will 3e' (�9 PREOABT -1 vier (42') PRECA6T 1026 1024 1696 rd' (a► PRECAST s #ew 4m 4m em 41a 7m ww aw $m 4m m nee tan 4a' {467 PREGA9T 1006 ro (4n PRECAST 7R 7O3 1300 111 On PRECAST an a0/ m me e10 01ee aw tm aw awe aw 4m m em 4&• l PRECMi 1590 r8 M PREfYIBT O02 M 1073 4'41' IS" MISCAST "S' aw m7 aw 404 Will 0M9 tar 4m nW are 4M0 4711 em es (l PRECAST 1217 " i4'1 PRECAST 411 411 746 I74• (84') PRECAST In t an aw sm sail 4m ,m Im aN 2m wee sm 4m Il (70') PRECAST lm V-10' (Po') PRECAST 340 389 016 F40' (M PREGS'T w Sell nW sY0 4m m WP m4 ae ewr as 4me PRECAST 00O rd (M9 PRECAST 907 721 410 S4Y (M) PRECAST t 2m 70M m way /m So me am sus r$ On PRECAST 7p r4r RO9 PRECAST 424 =4 3U T4Y M PRECAST m sa7 VIl TV Im 1m as Ma as me P4' (11Y) PRR'AST S w l PRECAST 32O Sit See S4• (112") PRECAST m Ta , to t,n en an Im Im ,m =4 am Ill (Ii PRECAST 4T6 1S4r p2S1 PRECAST 2M 401 tOD 10'4• p2S') PRECAST m as m an m m Im t4n ,m as an 11'-4' l PRECAST 362 II-w pal PRECAST 260 452 1" IIW (136') PRECAST 4% m m Im to im 4M m tm Nw ,mw m I" (IM1 PRECAST an Irr (14" PRECAST 2" 402 IV 12'd (14l PRECAST 4111 m a4 m » I ,m ab m m I4a , , sm I" (ISO') PRECAST 206 13W (ION') PRECAST 217 =4 ,10 ISW Odd PRECAST 49 m 4a 7r m , /eM m 40 m I1a M tm t4a (I$n PRECAST 279 14-0' (Ill PRECAST 206 203 100 14W (iO1"( PRECAST m m m 721 m , 4e 4" n7 ,m , , 1m I OM PRmiRg6® NA 1410' (174i� FRES,RN® KR. 264 91 t4V' (170� PRE m m m So So s► m m m m 1 11n ,m I" (I$" PRE N.R. tO4' (1SOM PRYSiR N.R. = 88 184' (IK') PREBT m m n4 m m 0w b m m , nil I , ,Ia Ir4' am PRESIRD1 ED NR 17i PM PRffiMMM NA 104 64 tri wel PRE91Rmm ,a ,a m m 4a m m 7e m I tr Ill m M1111111 Ir4' ft32') PRE NA 194• (732) PR691RLM NA I4O R low (03!')' P ,Q 1a m m m 4a 4W m ea M, 7W 1m X11i PRE N.R. 2114• Wn PRIMITIVISM NA 126 42 ell Pon PRE9TR� 1e VA m m w as m m 410 >n 14M m 2l 061 PRE61REO M N.R. 2P10' C2M PRESTRFM NA ,16 40 220 MM PRE m ,a m m m m 1a 1M m ,N m m m m m 4w m 4a 20O W PR13Y1�6m NA 240" On PMBTR8M NA W 33 21'O' (1M') PRE6iPOM 1M m MI m m m m b m m m m wa Im (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT RESAR. •ALLVALUESTNIEN FROM 'SARLOAD TARM OY CISTCREIE MAY 2CIS EDITION -PRECAST PRODUCTS SY OTHERSTO MEETOR EXCEED VAWm STATED ABOVE •ALLPRECASTPROMI ARE TOM METALLED PLRMAM6;ADYURE8 SMFWATDN6 -PROVIDE M961A1M 4"OF BWJNS PAST GAIN SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION4;ASTE-CASTE DIVISION ACCEPTANCE #: 18-0128.03 00�0000 D�mOmO� v�ovo�v ODmO�Om ©m00000 mom�noom ©os�0oo0 moo�s�-��-! �ms�v000 s�oovEvs�v m©DO©©0 m�©DOCr1'1C�'1 Om�O©00 0000©�cn voov000 oomoo�� s�os�moov o©o©000 ■ADD©ENDED oos�s�000 ■.�oovs�oo 0�00�00 00000�0 0000000 000000v 0��0�00 16 --------- -1---------- J LIFT BEAM PLAN SCALE: 114" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-7744078 www.abdoskft"up.com AA #: 0003325 IM Uu :' ' O C1 sumxv. ae m-nn SILVERADO LOT #1 BLK" #17 p 4 " - 1171 1[ODEL 4EBB "1828-CALI" OAML&OR 811111 LEFT IPAOM LIFT BEAM PLAN AND NOTES 150 MPH EXP. B SCAM 1/4"=1"-0" 1 s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0• PLACE STEEL REINFORCING(L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP 8116' 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE#5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING * S„ HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#S BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST +� TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYP. 8nxl6' 6 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM �• COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1>� TOP OF THE LINTEL. 0. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. F� F = FILLED W/ GROUT U = UNFILLED IOMINAL # OF #5'S, IN 2N0 BOND VIDTH BEAM COURSE 16-1T/1M/ B NOMINAL —>" HEIGHT # OF #5•S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1TIOM/0B INDICATES A SINGLE BOND BEAM WINDOW �.. PRE -CAST ..3 iN" WINDOW 4. SILL Y SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 yr=r-o 8x16 DBL. BOND Tip F BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAMT P . 0 W/(1)#5 BAR '..�: BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL 1A7 (1) iLENGTH OF MASONRY BAR = WIDTH OF OPENING-2' BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE SCALE: 3N"=1'-0" LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS B Tn.1 PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 24 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") B" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMSEDMEM 1 2X4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL 5 SCALE: 314"=1'-0" SINGLE #5 CORNER ­_"IZZj� BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE 15 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND.BEAM CHANCE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes%p*mup.com L AA A: 0003325 A a 2 W O F'summ as IA7! SILVERADO LOT #1 BLK. #17 P1OJEMW 4128.002-0117 bwDz u 4EBB "1828—CALI" GARAGE! eTIFna z LEFT PAGEL DETAILS 150 MPH EXP. B CT P TO a10/09/19 WCAM 1/4"=1'-O" ssaelff S2.IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF. USP HTA18 W/ (9) 1 Od x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WU. 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER a 18" 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 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 7PAM MANUFACTURER / ENGINEER NOTM: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 BIM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" 19 ,ors 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosWngroup.com AA N: 0003325 cc Kcc as �g m gnu u 0 p O a I . . . LIN oulwiv. M L01! SILVERADO LOT #1 BLK #17 P 4o 00101 71 MOaExs 4EBB "1828-CALI" OA3LAGZ 81MIGN LEFT PAGI1 FRAMING PLAN 150 MPH EXP. B PLYWOOD SHEATHING, SEE Y 1175 UPLIFT USP "ROOFANALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 114" FASTENER SCHEDULE' TAPCONS TO CONT POURED LINTEL A-(1)USP HTA1 S TRUSS ANCHOR MATH (9) 10d x 1 12" 70 TRUSS. FLC77880 % 1800 UPLIFT (2) USP 842) USP HTA76 TRUSS ANCHOR WITH(9) HTWM20 INSTALLEDON PRE-ENG TRUSS 10d x 1 112" TO TRUSS EA STRAP. FL#1176W OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2114' TAPCONS TO CONT CONTINUOUS BOND BEAM 1.2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)18d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) 1 a 1 b TYP 'CAL TRUSS/ SCALE 84 - o GIRDER CONNECTOR(S) (2)14 No.2 SYP DIAG. 214 BLOCKING BETWEEN BRACE W/ (3) 12d EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT A7 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 80'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIAL (2) "X" BRACE DIVIDED EQUALLY P4 ANCHOR BOLT W/2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY e" SEE ARCHITECTURAL cLj—(2)10d%QEACHTRUSS MIN. EMBED. AT 32'OC MAX 2E-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2.1 SECUREDW/ TO BE INSTALLED 0 10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. � BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-B OUTER 1/3 OF SPAN ONLY NOTCH DEPTH 1/4•D O t� OLE EDGE >SA3" / /--r+OLE DIAMETER 215•D SOL. STUD EDGE>5V BLI I <O PLATE \-5'D DBDBL.STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=V-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#l7238) OR LUGT2 (FL017240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. 84jERNATE MATERIALS 3CALE: 3/4"=1'-0' TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744073 FAX:407.774.4078 www.abdos4pWoup.mm AA M: 0003325 i I $QQ r 4 0 0 g J i L' L avND:v a$ Los# SILVERADO LOT #1 BLIC #17 PlIOJmCT#► 041 .002-0 7 HODXIU 4EBB "1828—CALI" GARAGM awnroa LEFT PAG& DETAILS 150 MPH EXP. B nw10/09/19 MICAM 1/4"=1'-0" 011mc r S3.1A .rr s 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774078 FAX: 407.774-478 wwwAbdoeigngroup.com AA 8: 0003-65 O Q z ttTT • D DInODIV. M Lo7! SILVERADO LOT #1 BLR #17 P1lOdmCT 4 -01 71 MGDXU 4EBB "1828-CALM' GAMAG' SVFDa t LEFT PAGI DETAILS 150 MPH EXP. B 20 ROLAND A AB�U�IACRA L AR N6 23 n PD IM 10/09/19 8CA*"M 1/4"=1'-0" 8i»T S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA *-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30'-1"TO 60'-0(3)"X"BRACE PRE-ENG GABLE TRUSS (1) W' BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB - FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS, TRUSSES 0 24"O/C, 1x2 SECURED WN 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17or- AND APPROVAL SECURED W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:ya"=r-o' PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCAIE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774.4018 www.abdosWigroup.com AA 0: 0003328 124 yy3�1 IL t C . tit . . sys0:v. as LOP SILVERADO LOT #1 BLK #17 PROJwT 04128.002-01171 MODEMA 4EBB "1828—CALI" OARAda awnros LEFT PAOI DETAILS 150 MPH EXP. B AROHnijar. OCT 919 A. cm M NO ripyaNT Dw10/09/19 OCAL>Q 1/4"=1'-0" 82ve eT S3.1C L A Gq,3LE-Ew HP ROOF WIND DESIGN PRESSURES N (GROSS) ASCE 7-10 ZONE 1 •8,97 PSF (1947) 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 DIMHRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 COX EXT. PLYWOOD, WTH 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 8d GUN NAILS @ 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END, ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 12' 0. 120' 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 la' 0.12T PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1654 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTMWM SWATH14 USE 1/2" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL Bd RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES TOP CORD BLOCKINGAT4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING o m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE BALD FRANIM 81 RING SHANK GUN NAILS 8" O.C. IN FIELD' 8d RING SHANK GUN NAILS a 12' O.C. IN FIELD or Ed x 2 1 rC SCREW SHANK PNEUMATIC SCREW -NAILS 012' 0.C�X FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 8th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLO-FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WERE 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 -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SIWL ODWORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE3/4'. WOOD: PROVIDE 5%AIR ENTRAINED CONCREMEXP(SEDTO EAKIHORWEATHB2 NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHWMPBRED 3/4'. 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 MODULUS OF PROVIDE 04AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 9lPffiCNGROUDWERE INDICATED ON ELASTICITY = 1,400,ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH AC ERVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES $HALLTO OF A BORATE E TREATMENr: UM DTETRAHEDRAL I(LEVELS RUCTURALL FORAMWOW CORROBORATE THATSHALLBE DOT). WOOD FOR STRUCTURAL USEBE 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 WTH 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 h' OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, SRN EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRLICTURALDEPENDING 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. SYP #2.. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WELDED WRE MESH; SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. - TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS R ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE. AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTIOW, AND 'TPINYTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x SAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTED 20 Psf TOP CHORD nonaxxl Anent REVIEW WOOD TRUSSES. 10 psf BTM CHORD awn-concuneM TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 38" DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf WASPHALT SHINGLES) (10 Pvf WNo GYPRETE) 10 Psf BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I OW BALCONY LIVE LOAD SO psf STAIRS LIVE LOAD 40 W WIND DEAD LOAD SPEED =10 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATRC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD ]WILL COMPONENTS: SOpef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf 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 DRAW NGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS CON -TRACT DOCUMENTS ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDA7M SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pef. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OFTHE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECMCAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PST REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TFJMACE SUB, CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S' q-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3D1 AND ASTM C44 OR MEASURING, MX1NO, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED MEN CONCRETE IS BATCH®. THE MAXIMUM TIME ALLOWED FROM MEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT WALL BE TIE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTNEABOME REQUIRED CONCRETE COVERAGE OVER REBAR %%ALL BEAS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO FAITH (FOUDATIONS1, B FOR CONCRETE EXPOSED TO FAITH ANDIORMATHER I- IFFOR 05 AND SMALLER Y FOR 98 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR MASS, WALLS AND JOISTS 1-1W FOR SEW AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS #5 BAR - 30' #7 BAR - 47' PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASIDE 5rTMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE 1WOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM 090, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANCAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 ISO FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-5DO, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN DFF•THE-NUT METHOD. ALL ANCHOR BOLTS $HALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ONTHESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROM DE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAW NGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W NO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL E METAL FRAMING CONNECTORS CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE S1ZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER gFPLICARON 817E — BPACIw REMARKS APPLICATION 8ZE ttPE Sp —No REMgRIW ICI PTNRRWO IO CABE,MTDEIIEDCDL OMIOE WOOF 9JD( IM°DA TAPCONM 90wY SOD I12°EMBED..Y@IDDIBi.. MASONRY ICON. rvNLI I—ONG TO IM8DNRYICOw NONWBHER FABTEtETi 112"EDGE DIeT. SOOp. EXT DOORS CABEHWDEN c_ a°OD WINDO-DOORIFASTEN. GMAGEDOdi BUT[!( 12"DVr WI EXPPNSIONSOLT ]d'OG d^EMBED..<°ETDOLBT, I r T. SEENo-8 NAILI—LON3 BTAGOHVEp INTO LUSmyf0Ow. TOMMO Nc WASHER 3°EDGEIXBf. WINDOW BUCK De9E HRiDB1E900A B°Oc wWDOWDOOR/FABTENEO METU BTww TO CONTACT THIS ENGINEER FOR SPACING ,. IT, BEE wiES NAIL 1 IrrLow. aTAcolBeEo INro rwsowrl�w. McAwRrI CONc. REQUIREMENTS EXi. SWNO DOOR Ir SIt S'DW 'TAP¢DB' IYQC f12'EMB®."Ew NON6EgPow MWO ION' EX.._ 4°EMBED.YEw 3Y OK: BUCKh PT BEE Ma NO WABHEA FASTNHt DIST, 112°EDOEDST WALLl0 C01NC.8LAB WI WASHER BOLT DIET., S'EDGEDSf. 2r PfWNDJW BUDf 0.1]8'PgFr]1e' B'OD "ENO. DIT.,112' PT TO STEEL WL., FEE W/WABHQt 8Tg0OFRE0 EOOE D14f NOTES 1921 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORB , WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2K MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wW W.abdesWWoup.eom AA M: 0003325 C OAs � a Q W O > n sysnn►. as LOTH SILVERADO LOT #1 BLK #17 vaoi CT 4 -0 17 atoaats 4EBB "1828-CALM" GA3tAGN 811111NM LEFT PAGM: DETAILS 150 MPH EXP. B SCALD 1/4-=1'o S N1 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS l,�D ^,/ Zz ��� �Yr� �� r"- �3�Zg�`� s� r