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HomeMy WebLinkAbout35562 Stella Vast Dr99 91828-4EBB-CAL19 �v� ALL WORK SHALFLOP CODE JDAL COMPLY WITH pR ANNTIONAL E ECTRICILDIN C DEDCODE, E�AILiNG D THE CITY OF .ZEPHYRHILLS ORDINANCES REVIEW DATE JUL i 6 2020 CITY OF ZEPHYRHILL HOMES PLAN EXAMINER 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • 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 .na= BAgnnMCOM 1., 6m �ON (��1 •� L♦ L STM C •OCCUPANCY - RBSIDENTIAL GROUP R9 :CONSTRUCTION TYPE - VB DiTER[OR FINISH - CLASS B • BASIC WIND SPEED - YDIL=ISO MPH Yssd=116 I(PH TPOSURE - B •1-SI'ORY RESIDENCE - • 2-STORY RESIDENCE - MAX. fINIGRT AS PER LOCAL AND STATE CODES A/C AD ALE ALi. CL CAB. CLG CLR_ CONC. CPT. CUT. DDBLO. D.O. run. �. DP. D D.S. DTL D.W. EA. ELEV. nElaL EXT. F.. FIN. FLUOR, FK DR ne GA. GAR. DISP. G.FI. GL. BD. HD. H.C. HDK INSUL MT. ABOVE AIRCONDITIONINGLUMMC. ADJUSTABLE ALTERNATE BOARD. AMPET2AGE CCENTERLII� CABINET CEUSNC CLEAR CONCRETE CARPET DRYER E DOUBLE ALG DIAMETER DIAMETER DISPOSAL AL DEEP � SPOUT DETAIL, DISHWASHER EACH ELEVATION EQUAL EXTERIOR FUEL GAS SS FINISH FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL, GROUND4AULTCIRCUIT B. INTERRUPTER GLASSLASS GYPSUM BOA.O. RD HOSE JIM HOLLOW CORE HEADER IN�,,O„ INTERIOR LAV. MC MFR MBT. M.T.. mm. NT.S PL PL P.B. PLT. PR. PR. P.i. It RA.G, RM. EF s:° S.D. S.H SH HC SHWR. s SG L. SWS TEMP. T.O.C. T.O. T.O.P. T.D.S TYR ITN ITND. VP. W. WD. WDW. W.I.. LAVATORY LUMINOUS MANUFACTURERCABINET MANUFACTURER MINATUM MOUNTFDnUtESHOI.D METAL NOT TO ONCENTER PRORTYPG PROPERTY LINE PUSHBUTTON PPLLATE PLYWOOD PAIR PRESSURE TREATED RETURNAIRGRU.L �MGERATOR RSO ro� DR SMOKE DETECTOR SINGLEHUNG SHEATHING SHOWER IMILAR SLIDING GGGLASS SLIDING SHEAR WALL SECTION TEMPERED GLASS TOP OF CURB TOPO TOP OF PLATE TOP TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER W� WINDOW WROO TERTER DATE DESCIMMON CM/0 OD,S ft ARCHITECTURAL SHEET DESCRIPTION 01�"' Zon Fx u�DA1E PG Cl-COVER SHEET PG GN- GENERAL NOTES Al -FLOOR PLAN PG A2D-ELEVATION "D" PG E1-ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -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 WA6-WALL ASSEMBLY DETAILS OUI6/b CDffiFF-BBIED ONVO 8IVNG ELEVAnM ADM 034610 CD,SRE-M&W 041" 1 F=MREVI6MPER K150IL B 06/lVIS CD'S RE-18BIED pl�yg ADDED LIIRBLE88FODTERArGARACfDETAIL(FORri'ITERs) OJl1J/F3 F'UW HAlRBNNNCE o3aag REv� L► M aZE AT FR" BM 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 OW4/1% ADDED ADDITIONAL RECEPTACLE N "RAGE PER WILL BATSON (raEU SQ.FT. CALC.'S o4a4AB REVISED NVAc VOurE6 aN sc,FT c&c BoIanu &mmj �e ADDm �erERWR MOW DEED FOOTEW DETAIL 120A (oRu LIVNCs 1520 5Q. FT. CsARAGE 430 8Q. FT. ENTRY 16 SQ. FT. LANAI W 5Q. FT. 06/aa ADDED LED L&ft • rJTCMN 4 a4TN PER HARK DOMES pT/" ADDED STONE OPTION ELEVATION C 4 D (TAMA) owm ELEVATION W SIDING -ADDED LOUVER • GABLE ROOF ADDED °�'° ��� HEWM TOTAL 2362 5Q. FT. VY" f0tACE USP CON'ectOM WIN 5'WN CCNNECTor:s 04MM REIn8E ENKAVBNT RADON PLAN DPENBIOHs STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SLIA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.iA-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG 53.1B-DETAILS PG S3.1C-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TOMY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. li N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.co AA A: 0003325 C N3tMDM Z LOT. SILVERADO LOT 9 BLK 19 10Pmj 0 09191 IMODEL: 4EBB "1828-CALI" GARAGE 81►I7JG: LEFT 1PAGE: COVER SHEET 150 MPH EXP. B N3tMDM Z LOT. SILVERADO LOT 9 BLK 19 10Pmj 0 09191 IMODEL: 4EBB "1828-CALI" GARAGE 81►I7JG: LEFT 1PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UJO. 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 R301.2.1.2. 8IfE 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATK)NS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES 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 R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -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 9 -INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 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 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.' 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLumome 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 F7960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3D05.2. 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 P26D3.2. EXTBUOR WALL CAVEIMM 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 FIRSNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063.12a. 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-CID63 - 11A AND R703.7. FILE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" 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 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114• TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE HOT A PART OF AS DESIGN GROL P'S 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 BUILDER'S 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. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 wwwAbdesigngrouP.00m L AA 8: 0003325 8 i o ausDrv. ac Moi SILVERADO LOT 9 BLK 19 PROJECT* 04128.002 09191 MODET- 4EBB "1828-CALL" GARAGE 111WUM: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B w AA- .A- q����fo a1������FJ��!'0'I�FJIH�FJFJ�iD oi�OFJL_ � - - - - olo o o - - � I '11 - - - n i - r - - - - � M - - e to - i © - o - REa m AS o PM ER ELM COD So - a - - pGARAGE FOYER o - I :�► 1/ -TRANS.- :+ . o „ , o'IE���illo 9:111110 Duulio•EI nni SQ.FT. CAM'S UVWx 1828 Sa FT. GARAGE 430 Sa FT. ENTRY 16 Sa FT. LANAI 88 Sa FT. TOTAL 2362 Sa FT. MDI LFIMMDLO11D8 9A■C00 WND O N 0111a6eoo1o01s18 0F9111(8 AODTRE Sam Foam DOZE MWHM (#A OWN MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-211 CRITERIA 16010 OAD. 112 5 20.4/-221 BASIC RIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=I, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OpIBDL v L. TOP PLATE 0 M BAR DETAIL ARCH DTL. B SCALE: 1/2 • 1'-0' FLOOR PLAN SCALE, 1/4' . I'-0' NOTE: -2-8 LOUV. 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 OPENING6 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' l35 MMD IN THICKNESS, SOLID OR HONEYCOMB -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 PN- 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 , h V Sa yaq To BUHDIV. de LOT. SILVERADO LOT 9 BLK 19 PIiOJEGT►/ 04128.002 09191 MODEL 4EBB "1828- CALI" 6ARAOE 8WMQ: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B - v I �elmlllmlllmlll�t■II��,_- - WFAM FRONT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION PLASHING AS PER P8CR R103A AREA OF ATTIC = 2W SCL FT. NETFREEVENTRATWN AREA REQLRNED = 1/3w REOENRE) VENTILATION AREA = 2364/3M e 7 86 VENTILATION AREA X 521NCHES PER FT. (149) = 1234-72 SO. IN. wN.REQIAREOVENTIIATION .5X 3134l.m IN LIPPER PORTION OF ATTIC - 567365O. IN. LAP SIDING AS OFF RIDGE VENTILATION AREA = US SOL IN. PER VENT SPECIFIED 56736/215 /TYP.i SHINGLE TOTAL#OFVENIS OED : 4.Si35 ROOF TOTAL#OF VENR PROVIDED 5 5 OFF RIDGE PENT 'AREA OF ATTIC ISTHE PERIMITEt OFTHENMISE, LESSTHEOVERHANG FYPON BKTIIxn OR Q b� OMMOROF WALLTO EXTEPoOROF WALL, NOOVENW WGSINCWDED EQUIVALENT OFF RIDGE VENT 0'-0' FIN, L 11 M Nil KIN ON lot OFF RIDGE VENT REAR ELEVATION SCALE. V4 . I'-0' TEXTURED FINISH V-S' SRa. 14GT. - A8'-8' E QG. T. F-1 0-01 F �-------------_—_-----_—_-- ----------------------- �0'-0' FfN. FLR LEFT ELEVATION SCALE: V4 - P-0' TEXTURED FINISH S'-15' 51Ys. 14GT.h - 0'-0' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT -r ------------------- L -------------------- RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH BRIG. 1- t (• 1 DECO. DTL. -0' FIN. FLR 1441 N. RONALD REAGAN BLVD. 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SECURITY IClTPAD • PPA NRH•BURON "M CMfE6 USE, PORT • LOCATION OF TV JAOKe 4 1410NE ouTLETe 4 PAW TO OS VERlE'D • UOM BON ER FlE-c,"TAUCTlGK T BETINL • ALL C 4 20 AMP BRRANCA CIRCUITS TO BE AMCPALT PE PROTECTED R ELECTRICAL PROVIeIO B OF esm STH N7ITION (]017) 4 N : 210E mYflOa w • 20 AP DEDICATED LANDRY GIRCIIT. • OF4 • ULAO (NOT ON KITCHEN CMRCUIT) • DN 4%ASWM DMCOS49= TO BE LOOKOUT N PANEL • O ATMROOM OSYUUST AM TO HAVE MN. GWACRY OF se CFM PalBe RT ea PER ELECTRICAL PROVISIONS OF SECTION MISOU P • LAUNDRY ROOMRDO1 GROUND PALLT GNOMW-WERSGA" R PROTECTION POR PERSONNEL ON R4EDEles • MM METHOD SMALL BE NON METALLIC CA45LE PER ELECTINICAL PRDVM6" OF PBGR STN EP(201'ti • ALL RCM TO COMPLY OM ELECTRICAL PROVINONS OF THE FCOR &T'N On (2017111 GILIBCTED BY gULOM AN %—/- — COACH LKsHT ELECTRICAL PLAN SCALE: 1/4' a P-0' MTD. LICaNT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN W P Panel MAIN - A PANEL:&116wprt beaker VOLTAGE 120/240V-IPh MAN: 150AWM.C.B FEEDER:} ICu THVVN&1-56Cu(G)int 12'C.OR 3-SMAL TIMIN&i-Ie Cu(G)in 11?C. wu. P4Ne Oa a w-0r Olaf w-etr Pole was 412 1 m BiMaRr .ORft iUG im0 + 2 e12 2 m 119U Pane 1000 9 5 4 B 51D1 C.U:1 95 2 # e- 7 R PANEL -A PANEL- 42 M beaker VOLTAGE 1201240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER 3S1 Cu THWN&1- 06 Cu(G) in 112'C. OR 3-SW AL TM N& 1. 06 Cu(G) in 11& C. 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FT. 5484 Maws t at65WAl at 700% 65 Tad Orval F L Rr 5549 Ck6k Total walk, Gawnl W a Rc Pod A 91 617 SSd9 I I I I 9 I i I i L I I 1 LED LIGHTING @ DOUBLE LAV. OWER•S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. OQJERAL NOTIM A ELECTRICAL !MATERIALS, AND NSTAU ATIO S, SMALL CQPLY UITN ELECTIRICAL PROVISIONS OF U4 FROM &U I EDITION (20n), LOCAL CODES. AND ALL LOCAL POUER COMPANY PEMP MEW& B. ALL CONDUCTORS SMALL BE TYPE TH&NRNIN U4LESS NOTED OT1EPWOL COMPANY PRIOR I F%"= SECONDAR 1 •1 COPPER (C U N DUST OR PROVIDE 3 I L I I\ I,_b• 1,_6a LED LIGHTING C� SINGLE LAV. w BATH 4 PROVIDE 34AD CIA, TNW . ITS CU N 2' CONDUIT OR 3 VAO AL "" • Ii CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVEANAFYa1 C0MONATIGN SERVICE RSC A'T DISCONNECT BUTC 4 AND DOR4t 1rC M ELECTRIC METER IN II"ABE NEMA 3R ENCLOSURE PAIL wa mYeTEM BOND TEPFI AL AT LOW VOLTAGE CON4ECTIOFM 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTlR STEEL PER ELCC11tlCAL P 0PVtb O OF TIE PRIM W" CIA X S PT LONG COPPER CLAD ORdMD ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwzbdeEWgngroup.Com L AA S: 0003326 A 1 3 a � Udd. SVHDiV. S. LOT: SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 1tODEIA 4EBB "1828—CALI" GARAGE 81rMG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DAnircr1'E.• 04/06/20 8CALE: 1/4r=1'-0" BHEET E1 21 2' VTR I I vat. La, i ��+`� I/2, I/2' 1 \ i I \\� we 'jL LAV 2' I I I I 2 S►IIIA2 I J V2. 2 WASHER ' KITCHEN 2, Swc uu VT AUTO VENT itnt /VJ vs-7 I V2��2�1 Je�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 wwwabdesipgroup.com AA Y: 0003325 A r a 2 s 4n In i� sUHDm ae LOT SILVERADO LOT 9 BLK 19 PROJECT/ 04128.002 09191 MODEL.• 4EBB "1828-CALI" GARAGE swn7qG: LEFT PAGE: PLUMBING PLAN %150 MPH EXP. B SCALE: 1/4"=1'-0" P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. 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 FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL 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 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION. (20P) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES WALL 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. I& ALL FIRE RATED CEILINGS AND WALLS QyALL, HAVE AN APPROVED FIRE OR FIFE/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. RECOMR9ENDATIONS AND FBC 6TH EDITION (20M) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 5ALANCIP43 DAMPERS. IL DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECIN DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILIN3N_ PLENL"---_ / AIR SUPPLY -- AIR EVAP. SCORIATED NICKEL BRONZE FL. PL. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID 1 REFRIGERANT LINES a LEGEND 0 SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING .EX"OTFAN CEILING EXHAUST FAN 4 LI314T O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS WIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB %XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA, OVER HEAD • 12' FROM STRUCTURE EXTERIOR WALL 15�b 3/4' PVC CONDENSATE DRAW LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAW LINE AND TERMINATE IN AN APRDVED DRAW, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS FIN. FLOOR OR WALL �--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.C.OPTI/SPEC g)FL00R SLAB CLEAN -OUT (TYPN) COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4 • 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: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA #k. 0003325 � u 0 S 9 L SLABDIV. ae LOOT SILVERADO LOT 9 BLK 19 PROJECT#U 04128.002 09191 MODEL. - 4EBB "1828—CALI" GwatwGE awnJG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B 10 DA E: 04/06/20 SCALE: 1/4"=1'-O" 9IIE IT M1 eR 2X4 TOP PLATE PLAN q PRE -FAD TRUSS 1,12' CLCx. DOARD V2' DRYWALL —­1 V SECURE ST. PLATE TO SLAB STUI W/ 10d MASONRY or, NAIL MAX . 32' OZ. FIN. FLR NV it: b1uv.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TWAN 2A' /J/. TYP. INT. WALL NON—BRG. Dl SCALE: 3/4••1'-D' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5JU ON J' O.S.B. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ CI)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-C' 5"' GYPSUM BOARD OR I/2, W*H STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES MF REFERENCE STRUCTURAL I'-0' PER ELEVATION TYP. OJa. R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS . 24' O.C. 8' CMU 1/2, GYP. WL. WOOD BASE 0'-0' FIN. FLRj tl.. a • 4' n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON OSUS. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2) LAYERI IM UNDERLAAYENNT A SYSTEM D1 SCALE: 3/4•.1'-0' IS REQUIRED. FOR ROOF SLOPE$ OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 t ivc nme roPa+s I.M rpv a• sTr. P_ m. om sre 28 GAS LINE THRU BLOCK \py.�. ,r— FIBERGLASS SFBNGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION feBmi.1 ON J' O.SB. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' w FLR S' CMU — I'-m' TYP. ■ 1,1104 KIM lilll WOW JAILS PM ^MKT ovEwaAD DODP ATPOVAL Pv&. * n By r1fir. sY o7m61s A"Tela To LDE TRAOC OPACKM Pom uv rw000w ATPOVAL PEQ s GARAGE DOOR JAMBS D1 SCALE: 11/2*-1'-0' 2x BLOCKING BETWEEN TRUSSES PER 5TRUGTURAL DETAILS FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R705L ON J' OSU3. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG W1D. TRU88 TYP. OH. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER IF —ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR F'RE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 51W GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD t STRUCTURAL DETAILS R-4.I INSULATION V2' THICK 2 COAT WINDOW ATTACHMENT AS F'ER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. ILL. BD. ' CMU i— WOOD BASE IOU— 0'-0' FIN. FLR a. • 4 n W/ WINDOW OPENING n TYR WALL SECTION ., NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'.r-m' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroLtp.com L AA is OD03325 J A IP BU13DIV. As L07ilSILVERADO LOT 9 BLK 19 ROJECT# 04128.002 09191 MODEL: 4EBB "1828—CALI" GARAGE SIFMG: LEFT PAGE: DETAILS 150 MPH EXP. B R M6L TO 71--Q LJ�--LE�-M—mIn 111 \I )/ IN 2X6 GARAGE DOOR alCK BY (5) 4'X6' A -DOLT* W EMB®MENT MILL UV 27O')4 UTA*IER AND NUT SPACED EVE4.Y RWM R.AOR TO GARAGE DOOR 4M N JCO" PRIOR TO FILLNGL 1-2X6 PT BLOM • CENTER OF 8 DOOR HEADER wXV VX*' J-BOLT6 4' EMBEDMENT 0 27O'>V WAGNER AND NUT. ® ACC,0MANCE TO '®r MANPAGTURE" INSTALLATION N*TRICTILT•B WERE SUCH INSTRUCTION* ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT V)•- CMU DRYWALL :4' OR I'X2' P.T. NAILER ElSECURE THRJ FRAME t EXTEND I Yi INTO BLOCK W/ %* TAPCONSrPi (MN,L SHANK SIZE J45 MIN. HEAD SIZE -1. MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END t B' 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 Yi ) DOOR JAMB TO BLACK SCALE+3/4 OR +5/4 A TIE: N.TB. T BLACK +3/4 OR +5/4 2X4:m SECURE TO BLOCK W/ 2)b' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I4) WITHIN 8' OF EACH END 4 IW O,C, MAX SPACING. 2X6:® SECURE TO BLQGK WR-%- TAPGONS(MK SANK SIZE J45 MIN. HEAD SIZd)*O MIN. EMBEDMENT 1 Y4') WITHIN W OF EACH END 4 S• C.pU B' O.C. MAX SPACING. YN' DRYWALL 2XS, � 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%. I Ell CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN S' OF EACH END t MANUFACTURES DETAILS. 18' OG. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAYS TO BLACK +1-1 2" wD(Dow TO BLOCK +1-1 ' 9CALE: N.T.S. 2X4m SECURE TO BLOCK W/ )W TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 04) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X IVO.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6ta SECURED THROUGH SEA�STO BLOCK WFJ-9(o' NON-STRUCTURAL OW N 7APCMIN. 1 (MIN. SHANK SIZE J45 T EMBEDDMENT INTO BLOCK MR HEAD SIZE 300 • Cm MIN. EMBEDMENT I )A) 'DRYWALL UMTHM 6' OF EACH END t IB' OIO. MAX SPACING. 'X4' OR IW' P.T. NAILER 2XB� ❑ SECURE TO BLOCK W12-V 'w•' OBB. X 4' MIN. TAPCONB (MIN. SHANK SIZE J45 DOOR GABMG MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 14") ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IS. OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMES JAM (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15/1�" wINDOw TO BLACK +1-1 8 C SCALE: N.TA 2X4:m SECURE- TO BLOCK V TAPC0NS (MIN. SHANK SIZE J45 MR HEAD SIZE 3" MIN. EMBEDMENT I Yi ) WITHIN 6' OF EACH END t NOTE: STRUCTURAL 2X IB• O.G. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK Uk2-V NON-STRUCTURAL V TAPCONS TAPCON MR IY4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I)4) 6. cm WITHIN 8' OF EACH END 4 JS• DRYWALL W3' O.C. MAX 9PACMG. 2XS� ❑ 1•X4OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%, CASING TAPCI" (MIN- SHANK SIZE .145 4 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT 1 Y4') TTACH 70 2X PER WITHIN 6' OF EACH END t MANUFACTURES DETAILS. Wb' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK+2 +21 1 4" n Wumw TO BLACK 4' " SCALE: ?,LTA 2X4a SECURE TO BLOCK W/ )W TAPCONS (MIN. SHANK SIZE 145 MIT•L HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' EACH END t NOTE: STRUCTURAL 2X OL. MAX SPAGWJfs. MUST BE ON OUTSIDE 4 2X SECURED THROUGH SECURE SECURE TO BLOCK W/2-�Nr'TAPCON NON-STRUCTURAL V MIN. 1-Y4 (MIRTAPSWAONSNK (MIN. SFNMK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT 1 Y4) ' DRYWALL WITHIN 8. OF EACH END t 'X4' OR I')2' P.T. NAILER IV O.C. MAX SPACING. 2XStsa SECURE BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END t ATTACH TO 2X PER to.orMAX SPACING. MANUFACTURES DETAILS. Itl16 MH 4f �p W FNl�.1110 (OD NOf OL70A': DOOR JAI® TO BLOCK +3" WINDOW TO BLACK +3" SCALE: N.T.S. 2X4m SECUI E TO BLOCK W/ Yo' TAPO" (MIN. SHANK SIZE .WS MR HEAD SIZE 300 MR EMBEDMENT I V) WITHIN W OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W,*-V6' NON-STRUCTURAL V TAPCONBIMK SHANK SIZE TAPCON MR I Y4 J45 EMBEDMENT INTO BLOCK MM. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. dMtl WITHIN 8' OF EACH END t Y)• DRYWALL18' Or- MAX SPACING. 2XSt I'X4' OR i'X2' P.T. NAILER SECURE TO BLOCK W/2-IV 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 d WITHIN 8' OF EACa MIN. HEAD SIZE 300 6' TO 8' O.C. MAX t MR EMBEDMENT IY4) CASING WITHIN V OF EACH END t JAMB OR WINDOW 18' Or- MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" wINDOW TO +3" T' SCALE: N.T.S. 2X4s SECURE TO BLOCK W)4' TAPCONWMIPL SHANK SIZE .145 MINL HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE t 18' OZ. MAX SPACING. SECURED THROUGH 2X6t NON-STRUCTURAL i(s' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4 TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN.1EAD SIZE 300 . CmMIN. EMBEDMENT 1 Y4) . DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. "X4' OR 174' P.T. NAILER 2X6N>D ❑ SECURE TO BLOCK WA-1/4' 3(.' O.SJ5. X 4' MIN. TAPCONS (MIN. SHANK SIZE J DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' OG- MAX SPACING. MAHIPACTURES DETAILS. Itllp MI YN®m W !W! NMf fOD "tlI CLm7A') DOOR JAMB TO BLOCK +3-7/38' w[nmow To BLOCK +3-7 18" G SCAL : N.Ts. 2X4= SECURE TO BLOCK W/Y4 TAPCONB (MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE t 2X6� SECURED THROUGH SECURE TO BLOCK W/1-V4' NON-STRUCTURAL 116' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) 8' CMU WITHIN 8' OF EACH END t g' DRYWALL B' Or- MAX SPACING. I'X4' OR IW' P.T. NAILER 2XBts, SECURE TO BLOCK WA-V4' P.T. X 4' MM TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MM. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN V OF EACH END t TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)' ) DOOR JAMB TO BLOCK 3 3 3//' ' aRwwAK3 4 T 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.eom L AA #: 0003325 � a L � � d O �pS• � a mm{• O IQx� a a Q NIH StMDZV. S. LOT: SILVERADO LOT 9 BLK 19 Pl;WJECTp 04128.002 09191 ]tODEL 4EBB "1828—CALL" GARAGE BMWO: LEFT PAGE: DETAILS 150 MPH EXP. B DA 04/06/20 SCALE: 1/4"=l'-O" SHE= 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 IM72.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR W31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 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 104S6.10 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 30446.5 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 11495.5 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 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 56843 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/32/2038 FL 5891.1 THERMA TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 1326S.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 1S&1 CASTCRETE STRUCTURAL UNTELS 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: 03/14/20 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngfoupcom L AA is 0003325 a o SUBDIV. do LOT: SILVERADO LOT 9 BLK 19 PROJJSCT# 04128.002 09191 MODZU 4EBB "1828-CAlJ" GARAGE BYIINO: LEFT PAOIC: PRODUCT APPROVAL LISTING 150 MPH ER. B a Dw1 04/06/20 SCALE: 1/4"=l'-0" SHEET D3 PR@'ORMED CONTROL JONt PLAN W OF CONTROL JOINTS DE WUYED TIED TO LATH - S' OL. MAX r'pm x. NOTE, DO NOT PASTEN CONTROL JOINT TO IIL41.L EVER F STUD E"TS BEYOND EXCEPT STAPLES Iv SSE Lft �CCMRR L�JWdTO TEMP . DURING INSTALLATION -� :I a MERi TO BE SPACED l' OL. MAX vERrICALLr TNTH 3 COAT CEMENT PLASTEIR URO LAYER 9, FORTIPBER BLILOM PAPER APPROVED METAL LATH FASTENED BT' (VERWJ OL. MAX AT SUPPORTS UM LAYER % STUCCO WRAP WOOD SHEATHING LATH SMALL NOT DC4NT r• TO s• v ro B• TE HP10" CONTROL. JOINTS SIT SHALL DE STOPPED AND TED AT EAId1 SCE . - PROVIDE 2X4 DLOOKN' PER AST" C1063 /J PLACED PUT MAX, 6' TO S' LOLL \ FROM CONTROL JOINT LINEN O COML WONT FALLS ON eTRJGTUIYAL STUD FASTENERS FOR LATN TO BE NAILS OR-� STAPLES N COMPLIANCE W( AST" CI063 i 2. WUE TIES TO BE (NO. S) 004TS' WIRE X SLOMINS SNOUN MAY BE N ADOITIOtk \ TO ULALL STUDS FMC URED PER PLAN / OL1q,D tNYMrD-PTA On I "'IL4 O L— -- PL A I. CRLAOR - R. 6 A OMAN - Pr. C OIR- maY. O.eLAP Ny- IDORO IR• BROW SE.A— L MIOMROALLY FARM 4' 0= PWC Ol FOLD INWLb . R. A tasAM-FIT. a A" ® IMLD NIIMD-R.A L CORAME - Pr. r A CRlAOR-R.0 A P" PT. C OV✓ae Pr. L TLL PT. C TatcMES BOrra't ILAML E BD,na+ PL. WIIR TWIN, ORAL RLD, LT2 aQiaB. j' THICK 3 COAT CEMENT PLASTER altml= w• x COAT MAMINT PLAN" (OW BRS LAYER 4, PORT19861 OUILDNS PAPER nqumm OLY) Om LAYER 9. Stucco WW-ORAM ONLY) NQ : APPROVED BWLONG WRAP 6, SHALL SE LAPPED A MN14M OF 6' • VIMr-4L LAPS (ROLL 4SL4' SELF-AD4ERNS MEMBRANE PLASHING (COMPATIBLE UU HOUSE ENDS) 4 6' - NORRONTAL LAPS. UINM- M ATERIA J OVER 4' ALL SEAMS NEED TO VERer1CAL LAP TO BE P APPROVED NOISE WRAP. WITH FORTBER 66EATTAPELATH FLAfiWINM TO 1N)(TEND ONTO PIPE I ":,,� /NOR LESS PIPEMEMBRNE P@ETRATIONFLASHN6 X4MPATISLE UV HOUSE URAP MATER IAL) OVER 4x4'SELP-ADIIERNC ME'BRN!PL,AS14MG TTAPED- OVER APPROVED EXIBND 014T0 PIPE CUT AND OVERLAP ONE ODE OP I METAL LATM �' M'�IeRAME INS CUT AND OVERLAP ONE SIDE OF STEP ry STEP 62 Rum ME BI°'uE UM LATER L j' THM 3 COAT CEMENT END LAYER 4 bTucco TRAP I p-ASTER e711iucco WRIP METAL LATH I IRO LAYER 4, PORTIPM R G B101.00 PAPER YAas LAYER 4, FORTFBlR \ � BwLDNG PAPER METAL LATH BULDNG PAPER LAYEFt 'I,b'xr' SELF-ADIERN S ME'BRa$ STUCCO WRAPUM FLASISYA OVEI 4W SELF-DWERNIG MEMBRANE INSTALL FASTENERS (CL", .A FLASHING OVER APPROVED WOD OSNEATHNG STRAPS. STAPLES) AS IS P. NOE WRAP. TO SECURE BASHING TO EXTQD ONTO PIPE PIPE( WIRE To FRAHM MEMBRANE FLAG SEG OVER N..ASIING OVER APPROVED HOWRAP. USE ,3P ° L r rv, un+ LIP. 4' wile ALL LIP FLAINIC TO EMETID GNTo PIPE W =NT. BEAD OF SEALANT 6GALEr I VY-I'-C INSTALL APPROVED HO RAP AIR ':. 4flON BANNER OVER %`E 8FEA7HNG SWAT W."TOMERC C0ATNO OVER STUCCO/ VERTICAL LATH C.V. FLASH (SEE TYP WALL SECTION) & PAPER DETAIL UDOD STIRS SECTION PER SECTION 1R7M7 F:tBNIINrIMBIBE tnd YYIYAn SWEATNIYN Ext cement pl br NOTE,. SIDE LAPS CF METAL mm uric Sea " IN" Iaqunrnen[a o1 ASTM c 9267?A PLASTER BASES SHALL ISE SEARED TO FRAMW MEMBEFA BWLDNGt PAPSTHEY InebNaEon of exlarior I-►Ikq end Laming SHALL BE TIED Shag a"wfh ASTM C 1063-1?A.BETUMEN SUPPORTS UNTH 004T6-N (L21-MIT) STUCCOMITRE AT INTERVALS NOTMlR MORE THAN V (719-1'MA AS PER AStM C1069 PIPE PENETRATION DETAIL (FRAME) 3A ® KICKOUT FOR REPAIR OF TEARS DETAILNam B PATCHED MAY MAY BE PA HORIZONTAL & PAPER LATH DETAIL rA P TAPS PEEL KA PER MANEP . SPEC. OR PEEL A erlac NIL AtOP Aiwa CLY) I AA OR cm 1 ION vu RAriIS art FLAILS/ (NY a211a /eTIi.L ICLT(art ILA t AT BD. O RXP N WAIL N,BIeBettoNN WOOD SHEATHING OR CMU WRB LAYER NI, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (GNAW) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/IIIALL SCREED ? 5'X5' 'L' TYPE CONTINUOUS F GALV. METAL FLASHING Z (NAIL TO ROOF DECK NOT iO WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — — - — - — - — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031M1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 IFI i $ Ya, u a V 0 a IP U017. Z LOTSILVERADO LOT 9 BLK 19 R OJECT## 04128.002 09191 MODEL' 4EBB "1828—CALI" GARAGE OWWO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MP E B D � 04/06/20 SCALE: 1/4"=1'-0" 8*13CICT WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES_ 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT B TO BE TOOLED 50 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 ALL SIDES, A CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exteft lalhkla and daetaft 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. S�tUCCCOOWIRWRAP it ")I(.; HOODED PENT THIC(, 3 COAT CEMENT PLASTER. PETAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO .lam � � _ � _ ► %//////////// SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP a SIDES SELF ulo0D SHEATHING FLASHING LAYER'4 UNIT STUCCO WRAP LAYER Q, FORTIFIBER PREMANLF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) woaD ve TEXTI✓11ED -FINISH CONSTRUCTION f 0 WOOD FASTEN TO WOOD STRUCTURAL SEALANT w MEMBER • 1' Or- MAX TOP t SIDES e' u 11 7i' TO 4Cf14JId9LL wea 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. 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 (U 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 M, STUCCO WRAP WOOD SHEATHIt APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANI ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC i 6' IWDE STRIP SELF ADFESNE FLASHING, CLEAN MASONRY BEFORE APPLYING v FINISH MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK 8' WRB LAYER M, STUCCO WRAP CUT -A' INTO SELF -ADHERING 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #1 5TEP #2 LAYER M, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5TEP #3 ® MEMBWa RANE FLASHING WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIG &COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup•com AA #: 0003325 a � ne S o 111yyy '(j q � a M 0 o� p� y SUBDLV. do LOT. SILVERADO LOT 9 BLK 19 PIodECT# 04128.002 09191 MODEr- 4EBB "1828-CALI" GARAGE SVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DATE. 04/06/20 SCALE: 1/4"=1'-0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING k 2 1/2' le CORNER BEAD (FASTENER 4 SPACINCa ® l' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 00 b b 0 8UHDIV. & LOTil SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 MODAL. 4EBB "1828—CALI" GARAGE 91VMG: LEFT 1 PARSE: WALL ASSEMBLY DETAILS 150 MPH E . B � AR NO 93723 o DA.M.. 04/08/20 SCALD: 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHINCs SELF-ADHESIVE FLASHING — — — — uaoD 6FEATNNG URATNER RWOTNE 6ARRIER q i �aT" 64RCMM / / \ AIL' X� 81DNG \ LL�i /// I R6. ..4BHNG 6�.n A04e�a�G a < `` ; WFAT R RMeTIVE STRIP / `� a 9WPOSTARTER �TWM T" `\ y ` R.AGWW. \ —' GALw HETAL C.ALV"D HETAL ' 'r PLAWPXW. wDOD Tw HEHEERm ` CASM \ X V att"im a100D Tw mmeem OR APrRDVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngrouP•— L AA #-. 0003325 r $ a s' y i Ro 9UHDIV Ae LOT' SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 1[ODELa 4EBB "1828—CALI" 0AXA IC BIFMG: LEFT PA►6E: WALL ASSEMBLY DETAILS 150 MPH EXF. B I8s w� 04/06/20 CA - 1/4"=1'-0" I== WA4 \ 2x6 SUB-BANb W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK DRIP EDGE d METAL FA80A WRAP 1� 1/8' TEXTURED I 1 FINISH m WOOD 1 �� 2x6 sue 1/2' TEXTURED FINISH m CMU / METAL FASCIA WRAP Ys' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL `1 (FRAME OR CMU) \\\ NOT : NOTCH FOR 2X6 \\ SUB BAND ONLY \ \ 1 T ®ELEVATION PLAN A 1 IM'TEXTURED FMISN • WOOD. V2' TEXTURED FMISN • cm 4ETAL LATH : \ WRB LAYER 9, STUCCO UIRAP(FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDM^s PAPER (FRAME ONLY) Al _— ROOFMG CEMENT DRIP EDGE ©PL )4N B MEMETAL. Iclac our —ROOF KICK OUT REMOVED 1\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 11/8, TEXTURED FINISH m WOOD, 1/2' TEXTURED FINISH m CMU 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENCs'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL 0 WALL W/KICK— OUT �ME 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/11¢'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m 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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdesigngrouP.00m AA #: 0003325 J q FE a I? a s h 8vsDl1V ae LAT: SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 MODEL 4EBB "1828—CALL" GARAGE 9IRNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B mo qtnrr DP A=:: 04/06/20 SCALE: 1/4"=l'-0" 9I-mET WA6 3G•A" 28'-8" 3'4" 16-10" — 1 — — — — — — � FM-12X12 r- — — — — — — F — — M-12X18— 11 4" CONC. LLI SLAB N I iSl OW F-24X24J 11-0. +-31/2 r I 10'-0" 10 1.1 EXTENN FM-12X18 1 I SLAB 1 1/2" I I I1 I I �� TOP OF I I SLAB I I I I I 'I I I I 'I I NI LLI I I I I 4" PVC CHASE 9— I 1 � — I I I N ° 5 1/2 3'-0" 5 I I I IN I� I • ILL $ I I EXTEND - I 2 SLAB 11/2" ,i -- m FM-12X18 )� 4" CONC N N ) W SLAB I 3'4" $ 3 112 1 _ 7 1/Z LFn:l J MC-12X18 FW12XIB 1 L1.1 FM-12X18 4 4 1. 1.1 2'-6" 4'4" 21'4" 14'-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE *-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION a-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 OINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/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 C478 GROUT (3000 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 W/WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, BM EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKAFILL 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 36" LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF T.O.F. SHORT LONG TE-1 1.SEE PLAN 101, mims- - (+)O"-0" FM-12xtt 12, CONTINUOUS 12' - (2)#5's FM-12x18 12, CONTINUOUS 18' (2)#3s FM-t6x18 IV, CONTINUOUS IS, - s + '-0" FMC-12118 12' CONTINUOUS 18' - s VARIES 4.. 44" r -1 s 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdeWgngroup.ean AA #: 0003325 r 4 C. L9 . . aVHDIV. Ae LOT: SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 MODEL4 4EBB "1828-CALI" GARAGE OWWO: LEFT ]PAG E: FOUNDATION PLAN 150 MPH EXE. B MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED Z STEEL REINFORCING IN GROUTED • CELL SEE PLAN FOR SIZE AND Q IL CELL SEE PLAN FOR SIZE AND REQUIREMENTS . p 0r. Q SPACING REQUIREMENTS }t SPACING �v � •: _ •". GARAGE DOOR 0m0 Lu U W o � W RECESS J O CIA I � � Q 1i FM g7 0_ N Z 8" CMU WALL 8" CMU WALL , . - CORNER BARS, SAME SIZE AS BAR s�- CO 8' O g `Op m WITH N OAT N (w� 0-0' TOP OF SLAB m +-0'-0' TOP OF SLAB !� WAYIN ALL COHANGESDIRECTIONS . SO THAT THE STEEL REINF. IS CONTINUOUS I fA MATCH AMOUNT OF CONTINUOUS BARS I •) CURB FOR EXT. PORCH SLAB •gAND SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. CHAMFER (,STORY) PORCH SLABW/12'ISOLATION _VARIES SEE SLAB SCHEDULE TOP OF GARAGE LL m. I - CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Zt0° AT ELEV: CHAMFER (2STORY)18"EXT. #4 24 W4"CHAMFER (1STORY)JOINT(WHERE Z SCHEDULE„4 JO6•'CHAMFER(2STORY)APPLICABLE) EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE ##6 APPUC'''BLE) ? FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY 2 N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE ,I 2 CORNER BARS DETAIL DOOR OPENING GARAGE SCALE �'"''°' 3 4 SCALE: 3/4"=1'-U' SCALE: 3/4• =1'-0' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALLW/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2z4 OR 2ic8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2"CAPPED j CO) NEW REINF. BAR A No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ PART ¢ SPACING. SINGLE BTM. PLATE 12)ff WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. W/FUWGE BASE IL g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE 70 � Q 8•', UNO PLATE EPDXY S,2' EMBED. MtN. Q 18" OC SLAB W/10d MASONRY p Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX NAIL ,6" O/C STAGGERED. in = ¢ I SPECIFICATIONS FOR V) ¢ USE AND BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT SECURE FLANGE TO a0 F PREPARATION OF ANCHORS W/ 10d x 1 12" REQUIRED WHEN NO SLAB W/(4I IWX21/4" 6F{OLE COMMON NAILS FILL ALL O a) UPLIFT IS PRESENT. TAPCONS W HOLES, DO NOT USE 10d W W x 3•' SLAB SCHEDULE SEE SLAB SCHEDULE [SEE + a' TOP O_ F SLAB ,QQQ 4- CHAMFER (1STORY) - •' - 6• CHAMFER (2-STORY) a.�— ' `` , 4 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 SCALE: 3/4"=,'11" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL � INTERIOR CURB FOUNDATION WOOD WALL � SCALE: 3�4•'=1•-0'• (W/ UPLIFT) 6GALE: 3�4"=,•-0" (NO UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON Ar 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 I z 2X4 OR a6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q PLANS FOR SPACING. SINGLE }a} BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL F ¢ W (0U ,6" O/C STAGGERED. ADDITIONAL METAL a CONNECTORS NOTO REQUIRED WHEN NO a) 8" CMU WALL UPLIFT IS PRESENT. Z LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE - WPOURED 2X WALL FRAMING EE SLAB SCHEDULE 12' DIA SIMPSON ST82 BOLTS S' +- 0'-0" Z — ZF—FOR o MINIMUM EMBEDMENT INTO TOP OF SLAB ��a• g ATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ERED UNDER WALL AND RED MONOLITHICALLY WITH i6"O.G. VERTICALLY MAX NDATION AND SLAB LE SEE SCHEDULE _ SIZE FOR WXD, BAR SIZE fAND BAR QUANTITY AND BAR QUANTITY � /1. COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIO FOUNDATION WOOD WALL AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'4r (NO UPLIFT) D SFE0209TI!�N!GR SCALE: 3W=,'-0" L L 1 I SCALE:34"=1'!J' 1441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 ww W.abnesfgngroup.eom L AA #: 0003325 u • ,3xmDIV. a: LOT: SILVERADO LOT 9 BLK 19 P1�JECT* 04128.002 09191 MODEia 4EBB "1828-CALL" GARAGE SUING: LEFT PAGE: DETAILS 150 MPH EXP. B vo D � 04/06/20 SCALE: 1/4"=1'—O" SHEET S1.1A M-10" 14'.8" 101-W X-0" El a 2" Y N sk N T lh 0p <O N f� N O tV l7 IA 4 � a 4 N b v a M O 4 a m N 0 N 4 N a N N 2 -4- 3 8" 10'l>" DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA 0003325 b$a� a M a l 5 1 BUHDrv. Ae LOT SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 MODEL 4EBB "1828—CALL" GARAGE 81IUJG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER Z •I 6 0 CLEAN OUT REQUIRED Q - FOR INSPECTION •' I_ TIETIERTICAL REBAR .. a ! • TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 148 BAR DIA Z > #3 18" #4 24" in A5 30' #5 3G' HORIZONTALNERTICAL #7 47' �,,� REINFORCING I SCALE: 3/4"=1'-0" Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q SPACING REQUIREMENTS mW U (a11 - Z 6' CMU WALL o m� TOP OF SLAB a' TOP OF SLAB SEE SLAB SCHEDULE Z W a BAR SIZE 48 BAR DIA R > EXT. PORCH SLAB 4" CHAMFER (1STORY) 1g, O W/ 1/Z' ISOLATION 6' CHAMFER (2STORY) JOINT (WHERE i #4 24" e- APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT S" PVC CHASE PER SCHEDULE THRU FOOTING 42. 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WKD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING #5 BARS Dl 8" •• ro b CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS �3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-7744078 www.abdesigngtouP.eom AA #- 0003325 h 4[ t: � R u� Q aU33DIV. & M SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 MODEL: 4EBB "1828-CALI" GARAGE BIIIMG: LEFT PAGE: DETAILS 150 MPH EXP. B 0 DrpnnvrA 04/06/20 SCALE: 1/4"=1•-0" s*lEET St. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WW (9) 10d x 1 10" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 M 10d x 1 112" 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 WANDOW, 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 W LL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL NTH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, NTH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-O-, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Ps11 SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 0)A5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 48111111INi/MR 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 7-V (42') PRECAST J743 {'d H7) PAST V-V (549 PRECAST 9-' (049 PRECAST 7-10' (M PRECAST 70 (In PRECAST Td on PRECAST i4" (112') PRECAST 564 lad (12" PRECAST 475 11W (138� PRECAST 352 17-V (144-) PRECAST 337 17-C (180') PRECAST 296 14'd (198") PRECAST 279 IN-r (17� PRESMESSED N.R. 1544 (18" PAE87AEM N.R1T-' On PREST NAI" M n P N.R 21W (21n PRt RR 270 (28P) PRE87RE8BED RR2f-W 0000vov i��m00�0 mo��r. omm 0000moo ��0000v 000���Q l m0�0000 �m�000'!!�►'r, Om�0000' oomoo�Q! 000000v 0�00000 osuaomoov ©oovoov ©000�00 0�00�00 �000��0 �0�0000'. mamm�Cmm mr�mmcm©mcm 00000©o 1 Pam Nx M I » 1 440 1 4N W no I I= (A) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. • ALL VALUES TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY W15 EDITION ALL PRECAST PRODUCTS ARE TO BE DISTAURD PER MANUFACTURES SPBgF1CATKNO 8" PRECAST & PRESTRESSED U-LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6MV- 4/MN 1 moo, GOAD1 1tMwGMw 1 SAFE LOAD - POUNDS PER LINEAR FOOT 70 vz) PRE(Y18T 1001 IM4 1 1588 1 70 On PRECAST 4'd (45') PRECAST 788 78S 1809 4'd (45') PRECAST 4'd W-) PRECAST S92 G91 1079 N-W M PRECAST F-V Pn PRECAST 411 411 746 f-c M PRECAST 5.10` (TD") PRECAST 340 SS9 818 S'-17 (10") PRECAST 7d (.'8') PRECAST SST 7Y1 4W 70 (78") PRECAST Td (907 PRECAST 124 534 983 T'a' Pn PRECAST C-C (117) PRECAST 326 512 MID 4-C (112) PRECAST tU'd (126) PRECAST 284 401 18D 1V0 (128) PRECAa 11'-V (188') PRECAST 29D 452 154 11.4- (13n PRECAST 12'd (144) PRECAST 244 402 137 12-V (1"-) PRECAST IT4' (150) PRECAST 217 324 110 ITW (18n PRECAST W-V (1W) PRECAST 205 293 100 Wr (10" PRECAST 14'd (178") PRESTRESSED N.R. 264 91 14'd (178') PRE91TIENED 194' (184') PRESTAEM N.R 20 8S 18'4- (184I PREFIVESSED 17W PM PR60IPMED N.R 194 64 1T.' PM PiE81ABISED 17-C Mn PRESTREM N.R. 148 52 1Sd' R32') PRES1AE88� 21'4 FM PIIESIREIIIIED N.R. 125 42 21'Y MITI PRESIIESBED 270 (264") PRESTRESSED N.R 116 40 274r G04") PREBIRESED 24'd Mn PRF9TIiES8ED N.R 91 33 W4r Mn P EPRENED (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE M881AM 4.OF BEARING PAST EACH SIDE OF VA DOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE* 1"126.03 LIFT BEAM PLAN SCALE: 1/4" = V0 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigrkgroup.eom L AA 9- 0003325 J r s r BUDDIV. Ae LOT SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 MODEL4EBB "1828-CAU" GARAGE 81111IINO: LEFT PAGE LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 2 DAETE: 04/06/20 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W13d' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 314"=1'-d' NOTES TO THE INSPECTOR/CONTRACTOR TYP. SAg' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 cc 2 IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c Of REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #58AR CONTINUOUS AROUND Bch AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST ,#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 89c16•' ap 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM pJ� 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 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. BEAM BOND TOP OF+ W / (1) #5 BAR BOND BEAM •\Q� 8 EACH COURSE \\iG Bx8 BOND BEAM TOP OF • pQ�� W/(1)#5 BAR .�. BOND BEAM I .\1.p� U UNFILLED GROUT GROUT SOLID FROM TOP .f1\0 NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #55, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE Q SEE NOTE 5 A\gyp 16-1 T/1 Q LINTEL W/(1 #60BAR (1.2)E NOMINAL—�� LENGTH OF BAR=WIDTH OF MASONRY HEIGHT #OF#5'S, TOP g° OPENING -7' IT IS THIS EN INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-17n MPoBINgGTESADOUBLE BONG BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE SCALE:34 =1'a7 ANDXFXX-1TAM DB INgCATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL (L1)REFER IT IS THIS ENGINEER'S INTENT AND XU7IX-17IiMgB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1TIDMODB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4"1 B' FROM EACH END AND 18•• O.C. MAX. MIN 1-1/4•' EMBEDMENT 2x6(MIN 2 X 3)2-3/16 TAPCON PRECAST .3114" OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .3DO EE7 SILL MIN EMBEDMENT I I/4'� S" SLOPE FROM EACH END AND 18" - O.C. MAX. MIN 1-1/4" m EMBEDMENT 2)c8 (MIN 2X 3)2-3M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4•) 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/le'OSB 18" O.C. MAX. MIN 1-,A7" MIN. 2-12d PER BLK. EA END VIMUWALL EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" Ii N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwabdes)gngroup.com AA #: 0003325 V q $ C u 1.4 5 SUDDIV. Al. LO1: SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 MODEL: 4EBB "1828-CALI" GARAGE 8WDIG: LEFT PAGE: DETAILS 150 MPH EXP. B aA NO Dw04/06/20 SCALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H70A OR LGT2 W/ iOd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE FABRICATED W/ A 2z6 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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 'l COMMON NAILS & SECURE TO BM. W/ S, SIMPSON LTA2 USED TO BRACE TOP OF WALL. 5 CJt ■ EJ7 —�--r I — ■— CJt I CJ3 • ■ Ne a ■ ■ ■ ■ ■ ■ ■ ■ IC ■ I• ■ : CJ3 CJS �_ ■ ■ ■ e ■ e ■ ■ e ■ ■ ■ ■ �� CJ5 to I I 1 Al0U L 1 Ada=sa:=asps :a:=ssss—s�ss�sa:asass=:s=: :�QIQ A aa�am�=�saas=: �sas�xas�=sas� s—=-----: A.�a�eem:s�.�s�s >�:�:a®s a�aa.s®:sssssssss�a 'AT -ac------s----- :soma-----s»sss�s�a s:.=a:aaas:aaaszs sez=:�aa= PRE-FTED ROOF TRLISSES Q 2P Qr- MAX. a aaaa. a aa— a aa= a aa� a aa==: a aaa= a aa= a s a aaa>= a aa= a aaaa= a aaa>< a aaaaa a aa� _� a AtA = aaaa= = aa>ac a ............. ...... a:s : aaa:= a aaae= a aaaaa a aa=aaa===ate=z2x54"�----- :=—=:»s--=...... ° I ATTIC I a z= a aaa= a �aACCESS� = aaa= a ®a . a . a . a aa: a .... . to - 1A a :emsaaae a. a. asaaa:=.aaaaaaa to : =aaa®=aaas=a—a—a A3 a aa� a � a aaaaa a sass= a s a aaa� = aaa� 1A to GT to 1 1 Btu--•- C1 82.E 7 7 8 1 1 1 1 FRAMING PLAN SCALE: 1/4" = V-0" 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744 O78 FAX 407-7744078 wwwabdesigVwp.com L AA N: 0003325 V u F g� o Ile 9 aUBDIV & LOT: SILVERADO LOT 9 BILK 19 PROJECTp 04128.002 09191 MODEL: 4EBB "1828—CALI" GARAGE SVWG: LEFT PAO& FRAMING PLAN 150 MPH EXP. B FAXAM A ABOWAAM L AR NO 93723 D TE 04/06/20 SCALE: 1/4"=1'—O" S*MET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B42) SIMPSON HETA16 TRUSS ANCHOR WITH NALLIFLOOR HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" SHEATHING 12 16d x 1 NAILS TO TRUSS SHEATHING ( ) FASTENER SCHEDULE' TITEN TO DBL STRAP, 1 EACH SIDE WRAPS UP AND TE POURED LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #22"x4", # 19DO UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6", W x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS 2 ROWS 3" OPPOSITE FACES OF WITH (12)16d x 3 �" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 tOd TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 2 1/4" lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3) 16tl GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0124" OIC, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) TITEN 2 ANCHORS MIN_ B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) 7' COVER 8 2' APART CALLOWABLE UPLIFT = U:2705 LBS(2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 13 lb 1 c SCALE: 3/4"=1'4' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING U-0" TO W-0" (1) "X" BRACE SEAMS) 30'-1" TO 601-0 (3)'-r BRACE SECURE 2x8 PT. PLATE 0) "X" BRACE 01 CENTER TO BLK W/ 1/2" DIP. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 218 P.T. PLATE W/ 12d's 6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT, 2x4 SECURED W/ -21(2)10d's 01 EACH TRUSS TO BE INSTALLED 01 10'-U' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE. 3/4-1-0' NOTCH DEPTH 1/4•D E TER METER DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE L. STUD USED SO LONG AS THEY CONFORM TO THE OUTER OFFOLLOWING NL SPANONLYHOLE EDGE -50.1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS q EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSESARE 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 BTM.OLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLAT<3/5•D DBL. STUD SUBJECT TO Fl AND F2 FORCES. STUD NOTCHING i1 AND BORING LIMITS 0 SCALE: 1 1!I =1'-0" 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774"6078 FAX: 407-7744078 www.abdeMgngroup.com AA #: 0003325 4 p SUSDIV. & LOI-14 SILVERADO LOT 9 BLK 19 Plto"=T* 04128.002 09191 MODZ :. 4EBB "1828-CAlf GARAGa SWMG: LEFT PALM: DETAILS 150 MPH EXP. B a D TE 04/06/20 9CAIi: 1/4"=1'-0" ai-maT S3.1A PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-U" O.C. (AT Q PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 21f O.C. NOT SHOWN FOR CLARITY) MAX Q FOR STRAPPING Q VERIFY SECURE 2X6 PT. PLATE TO ELK W/TRUSS PLAN W/ 10 DIA. ANCHOR BOLT W17' WASHER SET IN HIGH STRENGTH EPDXY IT'MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12as E' O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/(2)10Bs @ EACH TRUSS TO BE INSTALLED ® 1014r O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesfgngroupcom AAC 0003325 V M C 5 BXMD:v as LOT: SILVERADO LOT 9 BLK 19 PROJECT/ 04128.002 09191 MODET, 4EBB "1828-CALM" GARAGE 8VWG: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 04/06/20 BCAZE: 1/4"=V-0" 8*rw= S3.1B VTCR SPACING (1) AT EACH END 5 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'4r O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/(3)12d 0 EA 4'-O' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 01-0" TO 394' (1) "X" BRACE 30'-1" TO 60'-0 (3)'W BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER 1�51 (2)'W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ a (AS PER TRUSS ENG) O�I' PLYWOOD SHEATHING, SEE "ROOFANAL/FLOOR - SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS COMMON NAILS FOR REVIEW 17, Ot 17' O/C AND APPROVAL SECURED W/ (2) 128s � SECURED PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS [ SCALE: N.T.S. 1 W/ HIP RETURN �A`� �" ''° AP 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngrouP-com AA B: 0003325 V P y Q y c$� ysC stmmV. as LOT SILVERADO LOT 9 BLK 19 PROJECT/I 04128.002 09191 MODEL.• 4EBB "1828-CAU" GARAGE SVWO: LEFT PAGE: DETAILS 150 MPH EXP. B ARNO93M A D 04/07 94CA* D 1/4"=1'-0" SHEET S3.1C AL cAeLE-I3n .. I w ROOF WIND DESIGN PRESSURES ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAWiiAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/Y' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS G 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FND_ ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, CIA. SHANK TENSILE STIR. SHANK Sd RING SHANK, 210 0.12T 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 117" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/T' CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL Sd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES j z Z9 � W pa=iO Z Y 0 10 Z 5 ' Y 3 1 Z w to � z� TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS CMF C41F4THIN(� ■mm ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE EM FRANIM Bd RING SHANK GUN NAILS 6' O.C. IN FIELD B4 RING SHANK GUN NAILS C 12" O.C. IN FIELD or 8d x 2 1/L" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.EILjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE EM FRANIM Bd RING SHANK GUN NAILS 6' O.C. IN FIELD B4 RING SHANK GUN NAILS C 12" O.C. IN FIELD or 8d x 2 1/L" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' 0.EILjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALLCOWORM TO ASTM C33. MMOMUMAGGREGATE Siff SHALL BE 3W.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 68f EDITION ALL �� EDGES ARE TO BE CW11FBi®314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 31.ABS-0NGROIRiD WIiBE INDICATED ON PROVIDE I ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS SEAMS TAPPERS INCHES AND SEALED WITHRRIADHESIVEMEMBRANE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: GSODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %• OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSKAIS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP In. 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SWILL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOWNS.WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 7 CHARS SPACED Y-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA TRUSS DESIGNS S14ALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS. AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR ASTM GRADE IN CONCRETE DEFORMED BARS, SHALL BE ASTM A815 A D SHALL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. A GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE GRADE DEFORMED A UST A DESI `CAN 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 -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND-rPIAVTCA SCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat ND VERTICAL BARS SHALL LAP e x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDUNG, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -RorFcmarrmt EVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: 84 BAR - 25" 96 BAR - 36" WOOD TRUSSES. 10 pat BTM CHORD -Trent 05 BAR - SO' 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 WTH 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 A58.1-1982. 15 psf TOP CHORD 20 pd TOP CHORD (7 pef w/ ASPHALT SHINGLES) (10 pd W/ 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 Pa1 BTM CHORD 5 pd BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WHO UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW 14GS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL ' TRUSSESKURDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pst W ND: DEAD LOAD SPEED =150 MPH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (LICE (NBC EXPOSURE B, RISK CATEGORY ID INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED BIT ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICSANDATTICSSERVED WTHFIXEDSTARS:NTS: 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 :40p AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pat, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER W THOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 60psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pd MASONRY.• PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE SITMS 402, BUILDING CODE REQUREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS W LL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TVVOCELL 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 WTH ASTM C-90, GRADE fm = 15M PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WHO 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 W THOUT 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 STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT EXPRESS ASTM G478, AND SMALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3,r WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. - FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,ODO Pd, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3B" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL CELLSCING. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFFOROR SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FLUNG TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ASS. Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 k i. STRUCTURAL PIPE SHALL BE ASTM33, GRADE B, TYPE E OR S, Fy = 35 MI. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONGRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVEUNG. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACE.ENT. CONCRETE SLIMS SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURNGFF-THE-NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REWIREMENTS OF ACI 301 MID ASTM C44 OR MFASMW MIMING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BETBESTAM PED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FRDM WHEN WATER IS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONS BIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. r FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). B. FOR CONCRETE E%P03EDTO EARTH ANDADR WEATHER 1-trt FOR1bAND SMALLER 2-FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WHITHER 3/r FOR SUBS, WALLS AND JOISTS 1-IT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MPLIGTION 82E REI.fIRI(S RRRKATION DATE TYPE SPACING REMPRKS 1QPTNRRING10 MPSONrti /C/JNC CASE "AROff�CdL /I LCN3. �� GAWY3E ODOR BUCK TOMASONRY/CONC. t/H•dA NO WASTER TAPCIXJ L1Ae0rRY FAST@!ER @� ENaEOEC ENp qei., z PT. SEE NOTEa CASE IWROEN9COIL NA11112•LCNO. TOIL STAGGEIh� NOCW,OWNFAS1pED INTO MA90MY2YlNC. (NRA3E DOORBIxX TO MASONRYJOONC. f?OM W/ WASHER EYPANSgN60LT ]f OO �•omrn..faodsT., rEOGE dSr. wiNoowrA>cx —EHeAOETE000IL WINOOWNWfLF l—V —1—T. CONTACT THIS ENGINEER FOR SPACING +=Pr. sEEraTEe srArGGO INTO MAswmAxxa. MAs«Enfcrnc. REQUIREMENTS Exr. svallo pooR IsnavA w+a:er I—EM®,rEM NONeEAMNG w000 +rr ExPANaon x•EMBEO.e ElD ,3UG(3PT. sIEE NOTE6 FnaTNER frac asT.,lfa ElX,EasT WALL TomNC sue WvwASHm BOLT xo'o asr..rEncE asr. Ph,�l WINO ON BUtJ( 0.f36•PAFz 311B" POA: z•ENO.� 1R" TOSIEELC0.,SEE YO WASHER aTAOGFR® NOTES EDGEET. NOTEB I.STAP SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS, W NDOV G AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NDA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WTH A WIND DOOR FRAME. 1x MEMBERS ARE HAILED AND 21 MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 rh � 'aV • 8 Ra 1¢1 b L E A mm 8UHDiv. « LOT SILVERADO LOT 9 BLK 19 PROJECT# 04128.002 09191 MODEL" 4EBB "1828-CALI" GARAGE BINWO: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 04/06/20 SCALE: 1/4"=1'-0" JEMT a>�S N 1 b_, 1% sv��,o 2- sbf6 ik ..