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HomeMy WebLinkAbout35595 Burma Reed Dr99 91828-4EBB-CAL19 HOMES oO`N\v, GOo ONP G�� P 12602 TELECOM MF;IVE, TAMPA, F1 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .lrj( HIJIIDDiG (pp6, 8Ty ENM ` 7) AIL 1DC& � STATE CODES •OCCUPANCY - RESIDENTIAL, GROUP R3 TYPE - VB ACV. ABOVE LAV. LAVATORY AC AIR CONDITIONING MUM. LUMINOUS ADI. ALTER A T E M.C. MEDICINE CABINET ALT. ALTERNATE MIN MANUFACTURER AMP. AMPEROARDAGE MIN. MINIMUM ETALT THRESHOLD/� BD. CCENTER LINE MTD. MOUNTED CAB. CABINET MTL. METAL DATE DESCRIFTION q�M �g1e1m ARCHITECTURAL SHEET DESCRIPTION OUfjM ?� FDC IM�oATE PG Cl-COVER SHEET PG GN—GENERAL NOTES CDBgE.IB&Ep 02flM $1DNG ELEVATIONS ADDED TAMPA FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 :CONSTRUCTION '�• INTERIOR FRIISH - CUSS B *BASIC HIND SPEED - Vult=150 MPH Vud=us MPH • p,�OSU[Ig - B �I-STORY RESIDENCE - •2-STORY RESMENCE - MAX, HEIGHT AS PER LOCAL CLG CLR. CONC. CPT. C.T. D. DEL. D.G. DIA. CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER N.T.S. O.C. PL P.B. PH. PET. PLYWD. PR P.T. MOTTO SCALE NON OT TO SCALE PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG Al -FLOOR PLAN PG A2C—ELEVATIONS "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml-MECHANICAL PLAN D3/!iM CDBRs•1581ED FOOTRGREV1510NPERM.DOW°8 ®yRVB CpgRE.18B1Ep 0=(py5 ADDED OAWLE55FOMATGARAGE DETAIL (FOWMTEW) 02MAS PLANMANTeUNCE AND STATE CODES DIM. DISP. DP. DR Ds. DTL. D.W. EA. ELEV. EQ. EXH. FXT. F.GTX. F.G. FIN. FLR FLUOR. R. DR FTG. GA. GAR. DLSP. G.F.I. OL DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL rNT RRRR0.PFTER CIRCUIT GLAES R RAD. REF.A. REF. RM. RO. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SLGL. SE STD. SWS TEMP, THK. T.O.C. Taos. TYP. RISER RADIUS RETURN FRIGERAIR TORB.L RERIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING GLASS SLIDING STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OP SLAB TYPICAL PG Dl —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL 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 WA6—WALL ASSEMBLY DETAILS M43/l5A5 REVISED LNIEL 50 AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 &44" ADDED ADORWNAL RECEPTACLE N GARAGE PER WLL BATWN (FELB) /t SQ.FT. CALC,'S ® 44M REVISED FWAC VOLIIES ON SOFT CALL BCFEDLILE (MELB) CbMA5 ADDED 'EXTEMORMOW DEEP FOOIER'DETAIL LIMA (OR.) uvNG 1�6 �' GARAGE 430 Sa FT. ENTRY 16 Ga FT. LA" Ga PT TOTAL 2962 SOL FT. O ffift ADDED LED LWvWTS • KITC18'I 4 BATH PER MARK BORES VV" ADDED STONE OPTION ELEVATION C 4 D (TAMPA) OM ELEVATION ti,' SIDING -ADDED LOWER • GABLE ROOF I& SA9 ADDED OPT. S'-& CE LgG HEIGNTg OH M REPLACE IBP CON ECTORS WITH WIPWN CONNECTORS 04/OVIO REVISE ENCAVENT RADON PLAN DPEN810 0 04I1MM OPT. W-0' CLG. HOT.- ADDED LED LWN FOYER 04~ OPT V-0' CLG. H@T. ELEVATION 'C- REYWED HEGHT OF AWh"Y ADDED ELEVA710N8 L'' *'' (D�) STRUCTURAL SHEET # DESCRIPTION Obmw2v ADDED ELEVATIONS TIG'•T1FM•11B'(ORL) PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED FLB HOSE RIB HHOLLOW CORE V.P.TAPOR ROHEOF HD R HEADER WP. . WASHER INSUL HEIGHT vro. WITH MT. INTERIOR WDW. WINDOW TER W/H WATER W.I. WROUGHT]RON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SETJ ARE UNCLEAR AND PG S2.lA—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 4SED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN PG S3.1A—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 SNl—DETAILS MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngrou p.com AA M: 0003325 2 BUBDM a LAT SILVERADO LOT #13 BLK. #19 PROJZSCTp 04128.002-13191 HGDEIt 4EBB "1828-CALI" GARAGRL AWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B n 6/09/20 1/4"=I'—O" XINT 1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR 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. SITE WORK 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 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 B" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D11557. 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 FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V 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 ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN INCH 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 FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 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: 1. STANDARD GRADING RILES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 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 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 ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUIRIINO 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 4W 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. I. 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 WAIL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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,1l2' 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 - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-15A AND R703.7. FS2E RESSTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 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 GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS 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. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 74 0 io ea a FRI ll�o 4n IW 0 Z BTJHDM & LOT SILVERADO LOT #13 BLK. #19 [PltOJMCT# 04128.002-1319 MODEL: 4EBB "1828-CALI" GARAGE BWXVN40: LEFT ]PAGE: GENERAL NOTES 150 MPH EXP. B D � 8/09/20 BCALE: 1/4"=1'-0" BZim= GN mi 39'-8' °I ����11° °IIEEEGESEEGI°IIEEIIEEEOI° °I����II° w • °il° o • o i. I w • - • n w • - p w w M - w - - 11 I • w WE O On ' o • � � w —`J� n' 1 W IaI o L • w 10 • w e • - I w (��■ i • iV w o . . C. . BOLLARD AS o R • - wCODE r \ . . pGARAMLE I w • w / J' p w p - \ w O •- - oJEEEEEII° °IEEEEEIIo oilEEll° —°I��IfO1 .nnununl FLOOR PLAN SQ.F"T. CAM'S LNlG 1,828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI a8 SQ. FT. TOTAL 2,362 W. FT. CO MO HAND aADMIGIIID LAU 11=IIIDErOMPCB810'r DGM O� Sam ZOIE OWNED" R81M118 AIDTIPE FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA 64.0. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20AI-22.1 BASIC WIND SPEED MPH = 150 (Vu1L) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=I1, EXP.-B, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C TOP PLATE 9 BAR DETAIL A CH DTL. B)�LAFR 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 W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIC40666, SOLID ORHONETCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoslgngmup.00m l AA is OD03326 [7 z i= Mal I BtMDIV. JS LOT: SILVERADO LOT #13 BLK #19 ]PROJECT* 04128.002-13191 MODEL: 4EBB "1828—CALI" OARACE OWD90. LEFT PACE: FLOOR PLAN 150 MPH EXP. B DAT : 6/09/20 ECALE: 1/4"=1'-0" >SIiEET Al BLDG. HGT. FYPON LV12X24—� / 0-11-A1 CMT LAP SIDING AS SPECIFIED (TYP.) 4' FREIZE BAND (TYP.) 6' TRIM BOARD (TYP.) S'-S' BFas. HST OPT. COACH LIGHT 8'•8' Blues. HCsT. 0'-0' FIN. FLR I� 6 FRONT ELEVATION SCALE, V4 . I'-0' TEXTURED FNI NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A SHINGLE ROOF 16'X6®'FYPON DECORATIVE AHUTTERB OR 4' RAISED BAND (TYP.) --_—_-- l I ti0— 0� FIN FLR. OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT AREA OF ATTIC : 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1130D REQUIRED VENTILATION AREA = 2364/300 748 VENTILATION AREA %SO, INCHES PER FT. (1441 1134.72 SIX IN. MIN. REQUIRED VENTILATION : .Sx 2134.72 IN UPPER POWION OF ATTIC - W7.36 SO, IN. OFF RIDGEVENTILATION AREA = US SO, IN. PER VENT 567.36 /115 TOTAL MOF VENTS REQUIRED - 4.93W OTAI ROF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERINRTER OF THE HOUSE, LESS THE OVERHANG 'EXTERIOR OF WALLTO EXTERIOR OF WALL. NO OVERHANGS INCLUDED I No � M-- I DE m WA AM OFF RIDGE VENT u REAR ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH 3'-8' BFLG. HGT. _A8'-8 I-0 I-0 -v 0'-O'FIN. FLR.,-_---_-----------_---_-_-_ _---------_-_----_-_-_ - AO 0 LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 'v r- RIGHT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH DECO. DTL. A SCALE: 1/2. I'-0' '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com AA 111: 0003325 _ J a BLMDM So LOT: SILVERADO LOT #13 BLK. #19 PROJECT# 04128.002-13191 MODMIA 4EBB "1828-CALI" GARAGE 811ING: LEFT PAGE: ELEVATIONS „C„ 150 MPH EXP. B DwB/09/20 BCALM 1/4"=1'-0" B*== A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 05Y OUTLET 30 AMP IMMUM POLE IIOV OUTLET RIOV OUTLET N Q OUTLET WR® TO BMW OIN IIOV OUTLET (TAPPER 1 rM aoY cuTLET (4) WEE CONNECTION MW WTEIRDO► W:LAT GROUND MILT NIEURIAIE[ SWTC 4 BUSTCM S-UWT OVER. 64 SWITCH 4-WAY OPERA ,_ O WALL MOINT10 LIGHT CELN6 LdW © LED CIA LENT ©vp PROOAPOR F LOW O yp VAPOR PROOF LOW OQ mocamw CAN evow -FIN bap, PER en IR. WLIeR U%XbwN I OIT PER «A R. 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NW-DPTM MR OWES USB PORT • LOCATION OF TV JACKS 4 P 40M OUTLETS 4 FANS TO BE VEIFIED • NOMEOUPER PRE -CONSTRUCTION PORITING. • ALL M 4 20 AMP OR4NOW CRRCUTS TO M ARC FAULT PRORC7E0ER PELECTRICAL PRDVMICNS M mm BTN EDrcIDN nav • Mae glen 2a4 IbmoN • 20 AMP DEDICATED LAUORY CIRCUIT. • 'M • ML*V (NOT ON KITCHM CIRCUIT) • DMMOAM@R DISCONCT TO M LOCKOUT N FANEL BATHROOM E)GLWST FAIN TO WAVE MN CAPACITY OF M Cl" NTERIMnM PER ELWrRCA. PWASIO45 OF EEc"ON MMB`3 wo mrc4M lO • LAlORY ROOM RaPCO FAULT CIRMT-NTEUlPTER PROTEMON FOR PERSONNEL ON FEEDERS • UMMM PRETNOO SHALL BE NON METALLIC CABLE FEt ELECTRICAL PREOVIEONS OF IOCE ATN I!D (l= • ALL MW TO COMPLY WITH E.ECTRCAL PROVO" Cr Tm Poem 47M ED a'Ila • ALL LAPE SHALL M ElLEetlC —BUILDER Alb TM d< LI641TY46 MINT WE NR6Y EeIGIENT TYPI FIR SPFIGE4CY) 20M- AUn IDITION B4e11 OWNER'S PRE -WIRED \\ CLG FAN I '0 0. I � I I ------------- LIVING ROOM �.\ 7 CLG FAN , .' CLG FAN WP / C%• `� GFI / \ DINING s I ROOM I 1 I / - 90 / -WITCH IN -� ----- CABINET�- I A.I.C. I OUTLET ,LAUN• FOR DW l DI GIN II / I II I I I I �1 BDRM. #4/DEN C`7 Cam' `J $P. S/CO II PRE -WIRED V CLG FAN II I IRA 111 GFI I WH a4 aFF. / .SAFARI I I_ I / DOOR! BOLLARD � L - - - J i AS REO. / \ PER BLDG. WALL MOUNTED I CODE LIGHT WISLUITC4 IN / _ ATTIC GFI METER CLG. OUTLET KEYLESS FIELD FIXTURE VERIFY IL Lam' IRRIGATIONOUTLET ���•,�" 48' APP. ----------------------------- OPT. COACH LIGHT �w ELECTRICAL PLAN be -ALE. 1/4' • P-& •, \ iyrl.l yySTMCCp2�EJs �T / u PAN. RANGE / W/ BDRM.,f / PRE -WIRED / CLG FAN I \ BDRM. j Cam' `J PRE -WIRED CLG FAN CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-PDX FOR I OPT. FAN I - I I L I I I ------- LED LIGHTING (�? SINGLE LAV. e BATH 4 I I I I I L I I I I A i I M I I i I L I I � I LED LIGHTING @ DOUBLE LAV. OWNER'S BATH N=MK= 0 ® III ©©®®0 PANEL -A ®OIIII0�110© o ®EV013 ®mmm0��.�mm 00 0� mm 100® �O� MillIsm+�• ®a®mom IIIIDm mE��go® ©E��ca� OIITI® ®a©m-^.,-r•.•n•-+..+�E�m CEO,., -moo® 11n E��E�f7:�EEW�SHE TI�I����TIITI�TIIv No© IIIIE —tom p M TMN • fw CU *42' CONDUIT OR S Mi OU N 2' CC•OWT. TESI MM ABOVE 60"T • OVERMAW 150 AMP ELECTRICAL RISER NOT TO AM" COFEENT. SERVCE 04CO NCT SYITCW AND MAP'!• IYBG4e MLf EL8OTW4L MATERIALS ADO MTALLATIQN BALL COMPLY YTN E10TRIGAL FROVMIONB OF T441 M2Lftd M ELOCIM FETE! IN NBTA M ENCLOSUR FYJd ED1D@LKIEDL LOCAL CODES. AND ALL LOCAL POWER CO'PANT• fo[GUHREIDM M. ALL CO OUGTOM N84LL OE TYPE TNWTMW LMM OnCRUSE. NOTED TELEFNOPC EuvICE T OI4 FOYER CQr44T' TRA�R'� BnIE•NLE ea+nre4r NrcReeYSTTEI BOPODIS EEImVUCEB4(RA41C7 ssmv 04TRA IIGUREIT VOLTAGE CONETCT10145 I a RMCF001F61MMMO /O TER VI EORM0 SCUIG45ED FOOTER STEEL RELECROVINO/N Q tNEE]I� S•I" DIA %1 CLAD GROItO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 wwwsbdesigngroup.00m AA M0003326 >7 - N as V sUMM & LOT: SILVERADO LOT #13 BLK. #19 PROJi:CT* 04128.002-13191 MODRU 4EBB "1828-CALI" GARAGE 8WMG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B rpawT Dw6/09/20 SCALE: 1/4"=1'-0" s E1 2 2' VTR � I\ 1 I/2 , i' I \ 1/2'uJC \\ I 3• I ! LAY I Z. 11\.iU I 3 I� I I 1/2 • KITCHEN SINK UW 2' V AUTO VENT Tuna 11r��r'�Y I I/2�r2�"�j TUB PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 " V-®' TO 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdosigngroup.com L AA 8: 0003325 1 F 4 � b a etmz)ly aLos SILVERADO LOT #13 BLK. #19 PROJECT# 04128.002-13191 MODEM 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B D TE'. 6/09/20 OCALE: 1/4"=1'-0" OIiEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL SLOG, CODE SECTION 603, 3. ALL FLEX DUCTS SMALL BE APPROVED UL 181 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO FDC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED DATW 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 DE INSTALLED TO W& P EC0MMIENDATIONS AND MC 6TH EDITION (20P) MECHANICAL CODE SECTION 601. V. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECN DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WTM MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC "c1617 O O - EXTERIOR WALL PLENUM T N AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSEG UNIT ��VMECRANICALBLMCODE TRAP ORAN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FOCR 6TH EDITION (2011) SECTION 3012.4 HVAC DRAINS SCORATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS ///--- REQUIRED INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRJWK — BROKEN LINE. RETURN TRUWK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONB UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) RBXI 1/4' SNT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSANK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED EEO vFL00R SLAB CLEAN -OUT (TYPN4 NEXT. GROUND CLEAN -OUT (TYPN4 MECHANICAL PLAN SCALE. V4 • I'-C' NOTE: ALL MECHANICAL EQUIPMENT SMALL DE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA aw: 0003326 1 b a so Q fit aUND:v. ea tro'r SILVERADO LOT #13 BLK. #19 PROJMCT* 04128.002-13191 MDDZI& 4EBB "1828-CALI" GARAGffi BMWO: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B aCAX 1/4"=1'-0" a�T M1 ��.��, ;r�l � -r2X4 TOP PLATE RT PRE-FAB TRIGG V2' CLG BOARD VJ' DRYWALL T'h- SECURE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS •24' or_ SLAB : OI ULIo IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.C. (1)TYP. INT. WALL (NON—BRG.) D 1 SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES OVER RD0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJJ ON J' OAS. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-0' TYP. OH. 9/8' GYPSUM B< OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 WALE:3/4'•I'-0' ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL R-AIJ INSULATION WIDOW ATTACHMENT AS PER MAMIFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIP'S • 24' OZ. S' Cm 1/2' GYP. WL. OD. - WOOD BASE — a-0' FIN. FLR a a . a• ° 4 �W/ WINDOW OPENING OPENING ti FIBERGLASS SHINGLES OVER $30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.1.1 ON J' O.S.B. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 01-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION WSJ.] - FOR ROOF 4 1—STORY HIP BLOCK WALL (-2)-A- ER"UN eRLA-YTMeN-T Sfs EM D1 SCALE. 3/4'.1CALE3 -V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4069 TYPE IV, OR ASTM D 6'151 2B GAS LINE THRU BLOCK ...— FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505J.1 ON J' O.S.B. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATION VENTED SOFPIT PRE -ENS, GABLE TRIM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS COIaiIR aaAD oNomyA TO a• au elm aTw:c:uw PConscnr �RraRcer e NAaa111Rr xs ;FV c ylunc-;� —OWRSAD DOOR sr MAW. er oTmu PASTBlD TO mm" TRA= a UCIGM w MRop IeT ATIROVAL I!Q s GARAGE DOOR JAMBS D1 SCALE. 11/2'.I'-m' i-2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRKRH' PER STRUCTURAL DETAILS PRE-ENG WD.TRIM CONT.'2x RAT RA'1 SECURED PER/ STRUCTURAL DETAILS SEE ENEIRGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—.1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR e' Cm n m ti a ° Q' W/ WINDOW OPENING N R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUPACTURES SPECIFICATION REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24. O.G. 1/2' GYP. ILL. OD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R8051I ON J' O.O.B. SHEATHING OR J' COX PLYWOOD SECURED PER 0. FASTENER SCHEDULE TYP MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATION VENTED SOFFIT \_PRE-ENG. GABLE TRUSS \—WEEP SCREED \--2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Cm FIN. FLR B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'.1'-C' L441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngmp.com AA #. 0003328 O b b StmSiV. le X'o SILVERADO LOT #13 BLK. #19 PROJZCCTQ 04128.002— 3191 "ODICLc 4EBB "1828—CALI" OARAGM 8wINO: LEFT PAOL: DETAILS 150 MPH EXP. B sCALM: 1/4-=1'-0- 8I°1m= D1 Im 2)0 P.T. • C11IMM OF DOOR HEADER SSCLWD uV (V N' x VJ-DOLT W( 4' MN. EMDEOME4T 1 V 2• X 2' X V8' WASTER 4 NUT OR #V (Z) VZ' x S' ANCHOR DOLTS YV Z•X2'XVS' WASTER 4 MR OECIJ4i 2x4 ON RAT TO SIX ® YV MASONRY NAILS. TXS Q,ARAM DOORM 6= SEOMM W/ (S) VJ' X VJ-DOLT OR ANCHOR ® DOLTS. W) 4' MIN. E'EEDM MT, WV 2- X 2' X VS• W4M41111t 4 NIT. W WITHIN S' OF TOP. (U WITHIN S• OF THE DTI. ('J) NAMY SPACED. E E 16 IE O 19 NOTES, ALL ANCHORS SHALL DE N ACCORDANCE TO MANPACTURER'S INSTALLATION INTRWCTIONS 0 IN 1 #Uf:W Id#lY LOW# Ate! a e� GARAGE DOOR BUCK ATTACHMENT .GI. �.. W cm V DRYWALL Lr I'X4' OR PX2' P.T. NAILER Ix4 P.T. OR 9'4X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ V*. TAPCONS El (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN V OP EACH END 4 WY O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +6/4 � WENDOR TO BLACK +3/4 OR +6/4 SCALE: KTJS. 2X4,- SECURE TO BLOCK W/ Vo' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END 4 W/' O.G. MAX SPACING. 2X6:m SECURE TO BL W/2-Wb' TAPCONS(MM. SbANK SIZE 145 MIN. HEAD SIZL60 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 8, CM W6' O.G. MAX SPACING )S• DRYWALL 2X8=Im VX4' OPX2' P.T. NAILER SECURE TO BLOCK W/2-i(.' CASR ING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. Ell DMENT 14 TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. WS' OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4') DOOR JAI® TO BLOCK +1-1 2" ��tt TO BLACK +1-1TO BLACK +1-1 ' SCALE, N.Th. 2X4s SECURE TO BLOCK W/ V TAF'CONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) WITHIN 8' OP EACH END 4 NOTE, STRUCTURAL 2X 18' O C. MAX SPACING MUST DE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE STO BLOCK W/2-Vo' NON-STRUCTURAL (MIN. SHANK SIZE .145 EMBED NT i T MIR 14EAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Y4) , cm WITHIN 8' OF EACH END 4 - DRYWALL 18' O.C. MAX SPACING 'X4' OR PX2' P.T. NAILER 2X8:12® SEA�B BLOCK W/2-%- 36' O.S.M.. . X 4' MI (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN a' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )i) // in1 DOOR JA1dB TRND0W TO BLB.00KL+1116%1a " SCALE, RTs. 2X4:- SECURE TO BLOCK W/ NV TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IW O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12-W6' NON-STRUCTURAL i(r' TAPCONB TAPCON MIN. 1-Y4- (MIN. SHANK SIZE J0 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1149 a, cm WITHIN 8' OF EACH END 4 Jf' DRYWALL IV OjC. MAX SPACING 2X8m 1'X4' OR I'X2' P.T. NAILER SEA�STO BLOCK WV2-' CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB OBCKK22 /BIO+3). T4}" ALE, KT . 2X4m SECURE TO BLOCK W/ TAPCONS (MIN, SWANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST ON OUTSIDE 4 SECURED THROUGH WCUR NON-STRUCTURAL %' SECURE TO SOCK WR-j(r'TAPCON T MIN. I-Y4 IN. SWAAONSNK (MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .3W ' CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN V OF EACH END 4 X4' OR VX2' P.T. NAILER IV O.C. MAX SPACING. ❑ 2x8� SECURE TO BLOCK WR-Vo' TAPCONS DOOR CASING lMIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 1101O MIl1 Y N®p �o RV� JYf lD0 xT ooC�1Y) DOOR JAMB TO BLACK +3" (E)SCALE, N.T.8 2X4m SECURE TO BLOCK W/ V TAPGONB (MIN. SHANK SIZE .140 MIN. HEAD SIZE JIM MINR, EMBEDMENT 1 Y4 ) WITHIN 8. OFEACH END 4 NOTE: STRUCTURAL 2X 13. OTC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR-%' NON-OTRUCTURAL Ilir' TAPCONB(MIN. SHANK SIZE TAPCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' OF EACH END 4 9• CM DRYWALL 18 O.G. MAX SPACING. IA-' 2X8,m PX4' OR DO' P.T. NAILER SECURE TO BLOCK W/2-Vo' 2X SECURE TO TAPCONB(MIN. SHANK SIZE STRUCTURAL MEMBER J45 LLVl2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO V O.C. MAX MIN. EMBEDMENT I Y4)--DOOR CASING WITHIN V OP EACH END 4 DOOR JAMB OR WINDOW ID'Or- MAX SPACING. ATTACH TO 2X PER MANFACTURE& DETAILS. NOTE: SHIM A8 NEEDED TO PLUME JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" F +" SCALE. RTA. 2X4s SECURE TO BLOCK W14' TAPC0WMIK SHANK SIZE .145 MIN. HEAD SIZE -ACVMIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 V O.C. MAX SPACING. SECURED THROUGH 2X6m NONSTRUCTURAL SECURE TO BLOCK WA-1/4' .Y.' TAPCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 31D0 , cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN V OF EACH END 4 18' O.C. MAX SPACING. X4' OR I'X2' P.T. NAILER 2xa® ❑ SECURE TO BLOCK WA-1/4' Y*' O.S.B. X 4- MIN. TAPCONS (MIN. SHANK SIZE J45 DING [DOOR CAS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMOR WINDOW B WITHIN V OF EACH END 4 ATTACH TO 2X PER 18' OJ:. MAX SPACING MANUFACTURES DETAILS. Itll<, MM Y x,�o w'u'R JM! =00 xm oei#') DOOR JAMB TO BLACK +3-7/18' n T/DJDOA 70 BLACK +3-7/16" " SCALE= N.Tb. 2X4.= SECURE TO BLOCK Wb4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OP EACH END 4 NOTE; STRIJGTURAL 2X ]VO.C. MAX SPACING. MST SE ON OUTSIDE 4 2Xim SECURED THROUGH SECURE TO BLOCK WI-1/4' NON-STRUCTURAL 4U(r' TAPCONS TAPOON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIN. EMBEDMENT 1149 V CM WITHIN V OF EACH END 4 )J' DRYWALL 18' Or- MAX SPACING D VX4' OR I'X2' P.T. NAILER 2XS� SECURE TO BLOCK WA-1/4' ' P.T. X 4- MIN. TAPCONB CASING (MIN. SHANK 81ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTACH TO 2X PER WY O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 3/4" A B +334" H SCALE, N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH:407-774E078 FAX 407-7744078 www.abdn#Igngroupmm L AA #: 0003325 A C �o munDIV. * TAT: SILVERA 0O LOT #13 BLK #19 PROJECT# 04128.002-13191 MODEZA 4EBB "1828—CALI" GARAGE 8lrMG: LEFT PAGE: DETAILS 150 MPH EXP. B DATE:# 6/09/20 aCAXX: 1/4"=1'-O" aLi;EET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1149S.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S678.14 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 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA A: 0003325 I 1 1' 1 o b b 8 iQ a av8D1Y ec LOT SILVERADO LOT #13 BLK. #19 PROJWTIP 04128.002-13191 MODELa 4EBB "1828-CALI" GARAGE AWING: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B IDAT0, 8/09/20 acALE: 1/4"=l'-O" aura" D3 APPIROV11110 NIXON& YRAP PPE ,014im CONTROL JoNT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 6' = MAX (VERTJ b.L 00 NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD EXIST6 bill EXCEPT STAPLES Wr LE6 MAY � LU JO�TO TEI'11'C424. CPJ RING WTALLATION PASTIMM TO DE 61AACED • 1. 00. MAX VERTICALLY / ` \ J TWXE 3 COAT CEMENT \ r UM LAYER -2. FORT84MER / BUS.DN13 PAPER APPROVED METAL LATH FASTENED 61' (VERTJ Or- MAX AT SUPPORTS URD LAYER 1, STUCCO WRAP WOOD 6FEATHINO LATH &KALE Me CONTINLI" THRou6H COMP JOINTS BUT DE S@ TWO AT EACH SIDE. PER ASTM CW63 PROVIDE 2X4 DLCCKM 1J014 PLACED FLAT MAX. 6' TO S' L PFWM OANTOWL JOINT WHEN CONTROL JOINT FALLS ON STRICTURAL STUD ASTM4M FOR LATH TO BE NAILS I i STAPLES N C 1MIALIANCE W) ASTM C1063 2. WIE TIES TO OC (NO. 0) 00415' WRE / I BLOCKM SNOW MAY Be N ADDITIT \ TO WALL STUDS REWIRED PER PLAN .. .... ....... . . .............. OLPCLDNI --A ®FOLD OL—NYA11D. Pr. A 2. epIL4=. I•r. s A CLAM . M. C 64NUR OLPCLD NWIO. R.A 2. QWIAM • Pr. is FOLD .Y ® l PPLp MYIIIp . R. A 2. O4L4M . Pt. s ■ COWAN . PC C ♦ IRO PC. C TA®1 Pr. s TILL Pr. C TOWN" sorTON R.As1M A. �10 6orTOrl ILYIM Mi.1,IRNT MAL PIXLD. ca wmcur. COAT CEMENT RME/, N' 2 COAT BUILPM PAPA aRM! ONLY) UAE LAYER ti eTwxO W IsaRME ONLY) LAP LAYS! OP Will ~ MUM OR cm Ohs ahAu R,A6s+s y ILARHNe rRM AL \ 6HALL M LAPPED A MNM IM OF 4 .4' 6ELP-ADNENNS MEI"bRANN 6' • vERTIOAL LAP6 (TROLL P-AS14M (C42lAT1DLE UV HODS[ ENDS) 4 6' • NORIOWAL LAPS. WW MATERIAL) OAR ALL SEAMS NEED TO DQ TAPED LATH VERTICAL LAP TO DE P APPROVED MOM WRAP. WTH IORTIGER 64EATHNG TAPE \ PLA04NM TO l CIVNQ ONTO IMK / \ 1' OR LESS PIPE / \ PErETRATION rMM LM.hiTAL LATH \\ �( X X X I 'XX X 4� CUT ANDoVEIRLAP ONEBIDE Q 1 METAL LATH BCLF-ADIS:IIMai MEI'�RAIE —1 FLA6HN6 STEP Of WPM LAYER PL i' THICK 3 COAT CB'IENT STUCCO WR4P I PLASTER FETAL LATH LA UA® LAYER •2. POWN96ER UAm AYER 4, PORTPIBER EWLDNG PAPER L DUILOIN6UM LATER al. PAPER STUCCO WRAP I INSTALL FASTENERS (CLIPS, WOOD 61EATNIN6 E WIN PIPE) WINE TO URE6 \ ICJYN To eEGM ro"PAPER LAP `ilSCALE. 1 VY.1'-�• Q KICKOUT DETAIL "MR TIGHT MAL fill"M scumt DD NATAILL Ir10rAR AT OORCN Q ROCP s WALL NralKnow LATH LAP, 4 A' O.ARR ALL LAP NOTE, SIDE LAPS OF METAL PLASTER BASES SMALL DE SECURED TO FRAMNd1 MEMBERS. THEY 6HALL BE TIED WTH C0415-K (III -MN WPE AT INTERVALS NOT MOPE TWM V (226-M7A AS PER A6TM W"S 1wL FOR REPAIR OF TEARS N WRB LAYERS. TEARS MAY = PATCMED WA40USE WRAP TAPE PER MANP. SRC. OR PEEL a &TIC K WOOD SFEATI B11ill PAPEP S7= i �S����A�S�\M m�vi 6 a� WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) 'METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER RQOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS E GALV. METAL FLASHING Z (NAIL TO ROOF DECK NOT 41 WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"Lis FLASHING N.T.S. N.T.S. 6 4• WRAP MATERIAL) OVER 4'ht4' 6ELF-ADNNftWO ME'ERAI E PLASNNG OVER APPROVED NOUN II~. ` CUT AND OVERLAP ONE Na OF STEP 02 PL�� Rom' ME dIRANE OM LAYER 4 671=0 WRAP UM LAYER •J. PORTPM R METAL LATH 6'.6* SELF-Ao 49040 M@1MRANE K A614M OVER 4'X4' SELP-ADFEfOO MEMBRANE PLASHM OVER APPROVED HoueE IUEAIP. FLA81KN6 TO EXftEHO ONTO PIPR2 4'.4' SELF-AOMRN6 MEMBRANE PLAS1406 OVER APPROVED Hou6E URRAP. PLA6HN6 t0 EXiE1C ar(TO PIPE CONT. DEAD OF SEALANT TALL APPROVED HOUSEWRAP AIR ILTIRATION OAPOR" OVER COATNS OVER STUCCO) E TYP WALL 6ECTI01,11) SECTION PER SECTION R703.7 EWRbf W" 61tl 9111MIM Emeaar use d pohuRXi camam Ph - at -.hall comply Pith the epplcatlon hagWremanta of ASTN C 926-12A. Installation of extedar lathing and fmmhg It ahali ywth ASTNCf06312A LEGEND DRAINAGE PLANE (WR5 LAYER *1, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO ^F'� SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-013, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-774.4078 www.at)daslgngmup.eom AA N: 0003325 m� yy fi a m 8 SunDIV. at LOT SILVERADO LOT #13 BLK #19 PROJECT# 04128.002-13191 MODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DAB 6/09/20 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD INSTALL 6' SELF-ADHERNG MEMBRANE FLASHING OVER TOP, 610E(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. NOUEN E OF FLASHING TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET N DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& V CAULKING • JOINT ALL AROUND PER SECTION R703.7 ExtwW WNW and plAssterklp 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. WRO LAYER 1, STUCCO WRAP - HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRD LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (LURB LAYER 01, STUCCO WRAP) WRB LAYER 62 (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-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP t SIDES (9 DRYER VENT (BLOCK) BWLDNG PAPER OVER 'QUICK RASH' PIPE THROUGH WALL I 6' SELF ADHESIVE - FLASHING (INSTALL PER MAMP.SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO R11FC/i I V r=L{ C I V C STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'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 OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVI. SEALANT AT JOINTS AND NTERSECTIC WOOD SHEATHNG WRD LAYER -1, STUCCO WRAP WM LAYER -2. FORTIFIBER BUILDING PAPER METAL LATH I-M SH •T -FASTEN TO WOOD STRUCTURAL MEMBER • T' O= MAX 1 EEP S11GMI1ILD L HORIZONTAL WEEP SCREED (FRAME TO BLOCK e' WRB LAYER M, STUCCO WRAP CUT 'X' INTO k SELF -ADHERING f MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANEFLASHNCs OVER BOX AND OVER APPROVED UPS LAYER h STEP #1 STEP #2 LAYER STUCCO uxzAP STUCCO APPLY 60 MN - GRADE 'D' FELT OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP STEP #3 ® MEMBRANE FLASHING `WRB LAYER'4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE L441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.00m AA ff: 0003328 � 17 S Z ffip F O 44 Yi Q EiV1EtDIV 19 i SILVERADO LOT #13 BLK #19 PRDJ=T# 04128.002-13191 MODELa 4EBB "1828-CALI" GARAGE STIIMG: LEFT 1PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP B \ —2x6 SUB-BANb W/rx4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/8' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL r�—EXTERIOR WALL (FRAME OR CMU) \ "\\ NOTE: NOTCH FOR 2X6 \1 �\ SUB BAND ONLY ®ELEVATlQN ®PLAN A 1/8' TEXTURED FINISH • WOOD, I/2' TEXTURED MU FINISH • C METAL LATH 11\ METAL FASCIA WRAP WOOD 8HEATHING OR cm UJRD LAYER "I, STUCCO WRAP(FRAME ONLY)RT WRB LAYER 02, FOIFIBER BUILDING PAPER (FRAME ONLY) 2X6 SUB eAdD i ROoFMG CEMENT DRIP EDGE ©PLAN B METAL KICK OUT —ROOF KICK OUT REMOVED FOR CLARITY ROOFDECK(BEYOND) `\ DRIP EDGE, I' OFF WALL .NOT INTO STUCCO) 11/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED FINISH a 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 a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL I x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,tx x x x x _ SUB BAND DETAIL ® WALL WIKICK— OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH IS END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 6ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 wwwAbdeWgngroup.com AA IF. 0003325 J avna><v � LOT: SILVERADO LOT #13 BLK #19 PROJECT# 04128.002-13191 MODICIA 4EBB "1828—CALI" GARAGE BWMWG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH E B aCAM 1/4-=l'-0" GREET WA6 28'-8" X-C 16-10" 9'-6" 9'-8" '4" — 1 — — — — — — — — FM-12X12 — — — — — — — — FM-12X18 4 4" CONC. SLAB wad I `x�f`I II I F-24X24J 3 112 J a r , -0• � LL I 10 101-W — — EXTEND FM-12X18 1 I SLAB 1 1/2' I I 1.7 I ti0� SLAB ILL I I I �I I �I II �I I I� I 19'-0" I I 4" PVC CHASE I L — — — TE•1 — � 1.1 =v I * 5 1/2 4' I I 17 8" 2 8" I 3'-0" 5 I N I EXTEND - I. I 2 1• SLAB 1 1/2' 4" CONC. m FM-12X18 �2 IW ri SLAB ly a 31/2 I 3-4" ILL--J *71/2I 2 LL C I T 1.1 1 1 MC-12X18 ------- FM-12X18 v FMG12X18 - L 1.1 — FM-1 1.1 J ---- 0 4 a 1.1 1.1 2'-8" 18'-0" 2'-8" 4'4" 3'-10" 10'-2" 21'-4" 14'-W 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 6. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, MINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx6 W 1..1.4 OVER GENERAL 3 1/7' 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 I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1202 12" CONTINUOUS 12" - () FM-12x18 12" CONTINUOUS 18" (5#5's FM-18x18 16" CONTINUOUS 1 a FMG12x18 12" CONTINUOUS 1 - s VARIES x 24" (• "-4" 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH:407-7746078 FAX: 407-774.4078 wwwabdesipgroup.com AA #: 0003325 b yy 4 iTo SUBDIV. ae LOT SILVERADO LOT #13 BLK. #19 1pinon=T# 04128.002-13191 MODEL: 4EBB "1828-CALI" GARAGE BWINO: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 15 i 8QALE: 1/4"=1'-0" 1 FOUNDATION PLAN SCALE: 1/4" = 1'-0" si 30" MIN. EACH WAY MONOLITHIC FOOTING Z 0 •v Z f STEEL REINFORCING IN GROUTED Z STEEL REINFORCING IN GROUTED �- a 0 a> CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a [1� T CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v y •t' P_ GARAGE DOOR w ca5 U w 4��jc RECESS KCL I � FM ,; g0 /a/1 Z 8"CMU WALL O V) 8" CMU WALL > CORNER BARS, SAME SIZE AS BAR .I I B Wto W +- 0'-0" IN FOUNDATION WITH 30" LEG EACH a�i w = +- 0'11" —era —� TOP OF SLAB - -J WAY AT ALL CHANGES IN DIRECTIONS I .,. VI SO THAT THE STEEL REINF. IS CONTINUOUS tOA TOP OF SLAB . MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCHSLAB W/ Ili SEE SLAB SCHEDULE SIZE 48 BAR DIA. 4' CHAMFER (1 STORY) M3 IV, � : EXT. PORCH SLABCHAMFER -VARIE SEE SLAB SCHEDULE TOP OF GARAGE I�' � LLBAR '"v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ��p+ AT ELEV: ISOLATION .,6"CHAMFER JOINT (WHERE • • (2STORY) #4 24" W/ 1/2"ISOLATION (1STORY) CHAMFER (2STORY)APPLICABLE) VAND 0'-0" Z SEE SCHEDULE M5 30" JO1NTSCHEDULEi APPLICABLE) ZWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE XD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:34"=1'A" , @ GARAGE SCALE:W-V-o" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" ----may AND NAIL W/ 18d COMMON ANO 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 WI PLAN w I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED S NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0_ SECURED Wl2- PART K SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. W/FLANGE BASE a S EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8" LINO — PLATE EPDXY S•12" EMBED. MIN. 18` OC SLAB W/10d MASONRY `cT Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 18` OIC STAGGERED. K SPECIFICATIONS FOR � ¢ I BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE ca USE AND I=— oo PREPARATION OF ANCHORS W/ tOd x 1 1/2" CONNECTORS NOT REQUIRED WHEN NO 1 SLAB W/(4) i/4" X 2 1/4" O Q HOLE. COMMON NAILS FILL ALL N y UPLIFT IS PRESENT. TAPCONS w � HOLES, DO NOT USE 10d w w x 3" SEE SLAB SCHEDULE Ir SEE SLAB SCHEDULE ,QQe TOP OF SLAB .. :.: TOP OF SLAB . 4" CHAMFER(1STORY) 6" CHAMFER (2-STORY) a EQ. EQ, EE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WXD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:y4=1 0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 8INTERIOR CURB FOUNDATION WOOD WALL 6 7 50ALE 3""'�(NO UPLIFT) SCALE:3I4'=1'-0" SCALE:3l4"=1'-0` (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 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 g WALL W/ SYP No 2 STUDS SEE o a. PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w w 16" O/C STAGGERED. ADDITIONAL METAL w U v a.CONNECTORS NOT REQUIRED WHEN NO 0) 8" CMU WALL UPLIFT IS PRESENT. m Z +- 0'-0' ' ; POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) .. TOP OF 51 A8t0'' SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA, SIMPSON STB2 BOLTS 5" +- 0-0 Z Z MINIMUM EMBEDMENT INTO TOPOF SLAB a° g "ISOLATED" COLUMN PAD GROUTED CELL, 4"FROM ENDS AND CENTERED UNDER WALL AND L�4 F—FOR 16" O.C. VERTICALLY MAX °oPOURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULESEDULE BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I, x COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 10 BLOCK WALL CONNECTION scALE: 3/4"=I'-a' (NO UPLIFT) SCALE: -"=I-" 1 1 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-7744078 www.ebdesigngmup.com AA #: 0003325 6 h O b� L11THT11 �a i avnDIV. at LOT SILVERADO LOT #13 BLK #19 PROJECT/ 04128.002-13191 MODELA 4EBB "1828—CALL" GARAGE BW MG: LEFT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA B: 0003325 74 b Eir` 8 gp e BZMDIV. a LOT SILVERADO LOT #13 BLK. #19 PROJECT 04128.001-13191 MODEIt 4EBB "1828-CALI" GARAGE =WING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DATI : 6/09/20 SCALE: 1/4"=1'-O" 8 HEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM —k VARIES PER ELE Z a • I <a 5 a O CLEAN OUT REQUIRED Q FOR INSPECTION "d III" FIN. FLR. TIE0'-0 RTICAL REBAR . -� TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� #3 18 #4 24" Ouj M U #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=V-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 t SPACING REQUIREMENTS U � J oO UL) Z 8" CMU WALL 0 • SEE SLAB SCHEDULE+— EXT. PORCH SLAB '— 4" CHAMFER (1STORY) ISOLATION 6" CHAMFER (2-STORY) O JOINT(WHERE � APPLICABLE) Z ATCH STEEL 6" PVC CHASE REINFORCEMENT PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WxD BAR SIZE Z_ K BAR SIZE 48 BAR DIA. > #3 w #4 24" #5 30" AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3l4"=1'-0" NG REINFORCEMENT PER SCHEDULE #S BARS m 8" ,. M 61 1'-0 �Ic FF o k 1-0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Y ggyy 5ITIT $UDDrv. ae LOT: SILVERADO LOT #13 BLK. #19 PROJECT/ 04128,002-13191 MODEL: 4EBB "1828—CALI" GARAGE 8WDfO: LEFT PAGE: DETAILS to.150 MPH EXP. B DA 6/09/20 BCALE: 1/4"=1'-0" BEIEET S1.2A 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 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 11T HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE 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 P8836, .177" ° x 2 7/8" LONG, WITH WASHER @j 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 gaaMM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc SIZE(pet) W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 Bx8 (1)#5 WA I GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6MV-6I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH IK2 W4' (42') PRECAST 2231 4'4' (4V) PRECAST im 4'4r (64') PRECAST 16W ITS" (641 PRECAST 1217 5-10- CM PRECAST low W4" M PRECAST ON T4' (I0') PRECAST 743 WI' (11r) PRECAST 564 iWd (12r) PRECAST 475 11'W (13r) PRECAST 302 17-0" (144') PRECAST 337 184' (ion PRECAST 20 lW4' (16r) PRECAST 270 lW4' (176') PRESTRESM N.R. 1WW (164) PRESTRE88ED N.R. lrW OM PRE N.R. 1W-4' Mn PRESTR688ED N.R. 21'4' RM PRESTRESSED N.R. 2T4' R649 PRE91RE88ED N.R 24'-0' Mn PRE81REEM NAR 1u:mm"m:m ODmOmmm 000K:m ODmmmmm 0m00000 mom�roo 0KEN"" '��000�100 mmomoom 0m000=cam mm000mo "000"Q Q" 0�00000 oosao©ov. Omm00E.."�.1!!�1'11 Om0mm0m Omm0mm0 oommmoo. o©momoo �©om000v ©oms�moo' Ommmam0 ��mmm00'. ©MEN"" . "�m0mcm"�. 00�0®00 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4&M,&MA SAFE LOADdowr-6immmiSAFE LOAD - POUNDS PER LINEAR FOOT 3'4' (M PRECAST 1025 1034 16I6 W4r M PRECAST e-V (469 PRECAST 766 763 1305 r4' (Ain PRECAST 4'4' 049 PRECAST 822 501 1073 f4' (649 PRECAST 9-4- (841 PREGBT 411 411 746 94- (64') PRECAST 8-10' (TO') PRECAST SW 330 614 5.17 (W) PRECAST W41' (76') PRECAST WT 721 490 V-r (M PRECAST T4' mn PRECAST 424 634 363 7'4' (W') PRECAST W-C (112') PRECAST 325 512 230 W-C (112") PRECAST I94' (12r) PRECAST 284 401 160 1W4r (1M PRECAST 11V' (13r) PRECAST 200 452 154 11L' (13r) PRECAST 12-V (144') PRECAST 244 402 137 1IZ-W (144') PRECAST 1r4' (160') PRECAST 217 =4 110 17-C (16n PRECAST 14'-0" (166') PRECAST 205 203 'IUD 1r-0' (IS" PRECAST 14'4' (176) PRESTRE80® N.R. =4 91 104' (176') P 18.4' (164-) PREFIREIIM N.R. 260 83 19-C (184') PRESTRESSED 1T4' Wn PRESIIESB® N.R. 194 64 1i-' mn PRE 1WJ' (2M PREST111611M N.R. 148 52 1W4' (a32') PRESTRESS® 21'4' Mn PRESTREOW N.R. 125 42 21L' Mn PRESTRESSED 224' PC) PP68(RESBFD NA 110 40 2Z4' CHIC) PlIESIREM W41' On PRESTRESSED N.R. 91 33 X-W Will PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TARN FROM'BAFE LOAD TABLES' BY CASTCPETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTFERS TO MEET OR EXCEED VALUE88TATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MNaIFACTURES SPECIFICATIONS • PROVIDE 111111114" C Of BEARMB PAST EACH SIDE OF NMAOW OPENING L — — — — — — — — — � — -- — — -- — — J LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA is 0003325 74 O b b ounDiv. Z LOT: SILVERADO LOT #13 BLK. #19 PROJECT/ 04128.002-13 9 MODEL: 4EBB "1828-CALM" GARAGE BWBWG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B Y,t SCALE: 1/4"=1'-0" 1 s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. V'A8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL S REQUIRED PLACE #5 BAR IN LINTEL. \,\ � PUKE STEEL RPLACEINFORCING GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OR REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x16" �fLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BARLAP FOR EACH REINFORCING FORCOURSE OF BOND THE TBOTTOM BOND BEAM ISIS OMITTED AND A EL TOIS PLACED. THE STEEL BE CONTINUOUS THROUGH THE COURSE OF BONDD BEAM M � 1#5 / A TOP OF THE LINTEL. * g^ 1441 N. RONALD REAGAN BLVD VERTICAL REBAR W/ 10" HOOK \�' O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. LONGWOOD, FL32780 8x16 DBL. BOND TOP OF PH:407-7748078 YV BEAM W/ (1) #5 BAR BOND BEAM FAX: 407-7744078 • \O�� 9 P EACH COURSE www.abdosigngroup.com \r1G 8x8 BOND BEAM TOP OF AA #: 0003325 • OQ4iC\ W/(1)#5 BAR .`; BOND BEAM F - FILLED W/ GROUT TYPICAL __f"NOMINAL I .V\OU = UNFILLED GROUT SOLID FROML�TOP, TOP t30" LINTEL TO TOP OF BONDOF OPENING #5 BAR IND BEAM WIDTH # OF #5'S, IN 2ND BOND (/{—SEAM COURSE BEAM, IF FILLED LINTEL. SEE NOTE 5 CORNER N. ��0 �,16-1 T/ 1 1 V HEIGHT L # OF #5'S, TOP 0 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE 1/ B LINTEL Wl(1) #5 BAR (L2)NOME LENGTH OF BAR = WIDTH OFMASONRY OPENING-2" OR � BEAM DESIGNATION REINFORCING OF THAT XFXX-17/1M/OB INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM BxB PRE -CAST CONCRETE SCALE: 3/4"=1'-0" BOND BEAM 1 SCALE: 3/4"=1'-0" AND XFXX- iT/OM/OB IND CATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND %l1XX- iTHM/OB INDICATES A DOUBLE BONG BEAM ABOVE UNFILLED LINTEL PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS OF OPENING AND XUXX - 1T/0M10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHK SIZE. 145 MIN HAD WINDOW S ZE.300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1.1/4" EMBEDMENT 4 L'ITITIT . 3 i!4" PRE -CAST a 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL g MIN EMBEDMENT, 1/4")8' SLOPE 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 !;]E SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ 18"O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT VCMUWALL 7/1HEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION ARCHWAY FRAMING DETAIL - r SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM aysDly a• LAT: SILVERADO LOT #13 BLK. #19 PROJECT 04128.001-13191 MODEIe 4EBB "1828-CAIT DAMAGE OWING: LEFT PAGE: DETAILS L150 MPH EXP. i PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN 1 OF BOND BEAM (DfELLEVATION SCALE:' 44" NO DA 6/09/20 OCA=: 1/4"=1'-0" GREET 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 1 112' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1l2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 P8S36, .177" " x 2 718" LONG, WITH WASHER (d 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 114" = V-0" i N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 O b b 1 8tmDIV. & LOT: SILVERADO LOT #13 BILK #19 PROJECT# 04128.002-1 191 MODEIe 4EBB "1828-CALI" GARAGE 811MG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B aCALE: 1/4"=1"-0" S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 14" 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 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BONDBEAM —�- SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LEIS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d Q EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'W BRACE SEAMS) 30-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE BRACE @ CENTER TO BLK W/1/2" DIA. (2)'-A" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. tE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG1D TRUSS scALE:34"=r-0" NOTCH DEPTH 1/4•D O HOLE EDGE >5/8" HOLE DIAMETER �< 2/5"D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8" PLATE \� III I �H3/5•D DBLESTUD STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. �,1ALTERNATE MATERIALS 1 1 SCALE: 3l4"=V-0" # 1100 UPLIFT SIMPSON — HTSM20 W11010d TO TRUSS AND (4)1l4" x 2 1 /4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4)1 /4" x 2 1 /4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774.40TI www.abdeslgngroup.com AA #: 0003325 Y ibb F m yr7 4 i0 b a am SunDIV. Se LOT: SILVERADO LOT #13 BLK. #19 PROJZOCT# 04128.002-13191 MODSMA 4EBB "1828—CALI" OAItAGZ 81IINO: LEFT PALM: DETAILS 150 MPH EXP. B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-(P O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-W (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GAAF (1)'7C' BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK FROM CENTER TO END. UPRIGHTS O(AS PER TR PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's (g MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:ya"=r-°" VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH; 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #,. 0003325 J C r q � d SUDDIV ee I.Or SILVERADO LOT #13 BLK. #19 PROJECT 04128.00�-13191 MODEL• 4EBB "1828—CALI" GARAGE 8WINTG: LEFT PAGE: DETAILS 150 MPH EXP. B DAa� 6/09/20 SCALE: 1/4"=1'-0" SHEET s3.1c 9 q L "A" UBLE-ENO HIPI O ROOF WIND DESIGN PRESSURES NET (GROSS) A C=ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 ESE (27,98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "R. RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT i 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH Bd 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 Bd GUN NAILS (@ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING (16-2RINGS SCREW SHANK I PER NCH) Bd SCREW SHANK 2 TIT 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL 8 TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS RT1T1F RHrAFATHINI: EXTERIOR SHEATHING USE 1/2"COX OR W16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 6 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. I .. TOP 8 BOTTOM EDGES .• J z9 � w , Z Z w� V t=ii O . 00 Qy V) O . 2 J W 0 LU Z < Li ai O O `v Of _J Z < � U) O Tn LU W 0 25 U N � O W a e ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS . TO 6" O.C. IN FIELD .S A IN 5miATHING (... TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS C92 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS L@ IT 0.BwjN FIELD J1 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: FBC-R 2017, S61 EDITION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE 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 OWENSIDNS 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. ALL AGGREGATE USED IN CONCRETE SHALL PROVIDE 6%AIR ENTRNIED CONCRETE EXP WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTERED - 1100 PSI AND A MODULUS OF 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL $IABS-0NX,RWND WHERE INDICATED ON PROVIDE 8 E ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS TAPPED S INCHES AND SEALED WITHRRIE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORM -WORK- SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 BRA 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 FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PUNS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 92. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCESTO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI W WOOD TRUSSER: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0.00 EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND FASTENINGS' THENFLO TRUSS E31TED SHALL SIGNED AND D REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWIN03. N E DO NOT SCALE DRAWINGS. 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 T P Y ARCHITECT IF ANY DIS DISCREPANCIES ARE FOUND. O WORK PERFORMED AND SHALL NOTIFY THEC REBAR SHALL BE ASTM A615 GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A406, 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 TPFM, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTEO-WOOD TRUSS CONSTRUCTION:, AND TPUWTCA SCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" NB BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-nolFWnarrenl s5 BAR . 30" 97 BAR . 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1882. 16 pef TOP CHORD 20 pEf TOP CHORD Q Pef W/ ASPHALT SHINGLES) (10 ps1 III/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 pef BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSf WIND: DEAD LOAD SPEED=150 MPH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO SE USED AS A GUIDE FOR BEARING (ASCE EXPOSURE B, RISK CATEGORY 10 (PBC13LE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY S ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED SIT LAYOUT, SPANS 5 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pEf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pst, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: SOW, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PEf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED 70 FACILITATE THE SHOP DRAWING6 WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIO N8 FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE fln = 1600 P31. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' "W FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 sf, FOOTING P TYPE OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED EXCAVATIONS AND SLAB BE COMPACTED THE A DRY DENSITY OF AT LEAST 96%7, NOTED. REMOVE MORTAR SIOVERTICALMORTARJOINTS SHALL BE BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO RTARPHORIZONTALPROTRUSIONS YSHALL MAXIMUM A T E MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP STALL NOT EXCEED 5" N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE $HALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-84OR MEASURING, MANG, TRANSPORNNG, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPEDW14EN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A SFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.112" FOR #SAND SMALLER 2-FOR 4 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1.1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 ksI FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE S, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 OIL TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLT$ WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER -IGTKxI SOE REMARKS 11Q1FURRINOTO MASONRY/GONG. CASE HARDENED COL NML 1llPLONG. E•0� ONUGE DOOR eUCK TOMASONRYIWNC. Mall NO WASHER TAPCONMA90NRY FASTENER E•0� 111EMBEO,A"END GIST.. I-EDGEDET. S..AL. exT.DooRR GSE NARDENEDWIL S•OC WNDO­l_NE. G DEDDOR BACK I-., EXPANSION BaLT ]A'dC aE1.BED..rEroO1ST- 1xPT,SEE NOTE6 NAIL I -LONG. STAGGERED INTO MASONRYINNC. TO MABONRYIWNC. ASHER TEDGE DIET. WENDOW- USEHARDENE.COL - wIWO'NIOOOILFASTENED METALSTMRTO CONTACT THIS ENGINEER FOR SPACING x PT, SEE NOTES NML I - LONG. STA00ERED INTO MASONRYICONG. MA50NRYl WHO REQUIREMENTS EXT.SWING DOOR D)SISDIA. TAPCON 1%'OC 112' EMBED, T EN). NON -BEARING WOOD __ 1/C EXPANSION 1'EMBEO. Y EN) BUCK 2x PT, SEE NOTES NO WASHER FASTNiR GIST., I IYC EDGE.- WA 1000.STAB W/WASHER BOLT OIST.,J"EDOEDIST. -WIND-S," 0.138' PAF r211B" Y OC TEND. GIST., I UY PT T08TEEL COL., SEE W1 W,� STAG0EPE0 EDGE DIET. NOTES NOR 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND 2 OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT[ 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 NQA OR THE SPACING DETAILED ABOVE S. 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. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. ROAMED REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdeslgfigroup.com AA 8: 0003325 1 gs� 33 t3 D Lill R IBUDDIV. se LOT SILVERADO LOT #13 BLK" #19 PROJECT* 04128.002-13191 MODZU 4EBB "1828-CALM" GARAGE 9WING: LEFT PAGE: DETAILS 150 MPH EXP. B 8CALE: S N1 ct, 0 10 gh 6