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HomeMy WebLinkAbout7017 Silverado Ranch Blvd99 1828-4EBB-CA-LI99 � l f L� WORK SMALL COMPO ��V" 'H pP /!� ILIN CODES FLORIDA BUILDING ELECTF C0 CODE, NATIONAL AND THE CITY OF ZEPHYRHIR_LS ORnINANCES HOMES . CIT Y OF ZEP'r, 12602 TELECOM DRIVE, TAMPA, F1 33637 Tal: (813) 740-9720 FeLx: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL BTH EDITION (2017) ABV. ABOVE MFR, MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION VYWO CD'BIE M ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE :FLORIDA FIRE PREVENTION CODE BTH EDITION NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION *ALL LOCAL AND STATE CODES *OCCUPANCY — RESIDENTIAL GROUP R3 ADI. . AALTMP, BD. CL CAB. CLG. ADJUSTABLE LTED ARNATE AMPERAGE BOARD CENTER LINE CABINET' CEILING M.T. MEFALTHRESHOID MTMOUNTED MTL METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTYLWE P.B. PUSHBUTTON OV" W1 MC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN &%I* COS RE•WtED ONM SIDED ELEVATIOJB ADDED �pB COS RE•18 M TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 *CONSTRUCTION TYPE — YB •111N. INTERIOR MWH - CLASS B *BASIC WIND SPEED — VDIt=150 MPH • EXPOSURE - B =118 MPH *I -STORY RESIDENCE - •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES CLR. R. C CPT. C.T. D. DDO. DIA. DIM. O OF. DR. CLEAR CONCRETE CARPET CERAMIC TIE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR PH. PHONE PH. PLANE PLYWD. PLYWOOD PR. PAIR P.i. PRESSURETREATED R. RISER RAD. RADIUS R.A.O. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLIDCOREEXTDR PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Mi-MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS O4AW FOOTN9R'e OMPER KBOIES M410 CDSRE•WZDVaed ST2A9IH ADDED CURDLE(!(f FJDIER AT fi4ROGE DETAIL (FORT I'IYEli9) SWAB PLAN MANTEMA42 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA D.S. DTL. D.W. EA. ELEV. ER EXH. DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST S.D. SMOKE DETECTOR S.H.SMOLEHUM SHT. SHEET SHTHG. SHEATHING SHWR. SHOWER SR.,. SIMILAR SL. SLIDING PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS p� ����e r .l 1. V/lL . $ LK-14 029 SQ. FT GARAGE 4w Sa FT. AR No. 93723 10m 166a FT. LANAI 88 Sa FT. EXT. F.O./FX. F.O. EXTERIOR FIXED GLASS FUEL GAS SL. GL SLIDING GLASS STD. STANDARD SWS SHEAR WAIL A.B. DESIGN GROUP, INC. TOTAL 2362 Sa FT, FIN. FLR. FINISH FLOOR SECTION TEMP. TEMPEREDGLASS NORTH RONALD REAGAN BLVD. FLUOR. FLUOR SCENT RDDOR TOC TOP OF CURB LONGWOOD, FLORIDA 32750 FTO. GA, FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOP OF STAB Tel: (407) 774-6078 OAR. 1NSP. O.F.I. GARBAGE DISPOSAL GROUND-FAULTU.N TYP. TYPICAL O. UNLESS NOTED Fax: (407) 774-4078 GL. GYP. BD. CIRCUITTINTERRUPTER RUPNER GLASS GYPSUM BOARD OTHERWISE V.P. VAPORPROOF W. WASHER STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT HDR. HEADER WOW. WINDOW PG SA —DETAILS REVIEW Y BUILDER HOT. OR HT MT. LAV. LUM. M.C. HEIGHT INTERIORINSULATI N LAVATORY LUMINOUS MEDICINECABINEr W/H WATER HEATER W.I. weouaxT IRON PG S1.lIA—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN 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 EXPLANATIN ION INFORD TO BUILD THGI4. OR BASED ON THIS DRAWING SET, THE CORRECT PC SSAA—DETAILS PG S3.1B-DETAILS PG SNl -DETAILS PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION TO THE ARCHITECT OR ENGINEER FOR,CLARIFI ATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFCs IN WRITTEN/DRAWN FORMS IN A TIMELY 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 CONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdeskgngroup.com AA #: 0003325 r O -LLL-j aumrv. as TAT: SILVERADO LOT #58 BLK #6 4 0 2-580 1 uoaate 4EBB "1828-CALI" GAIRAOZ aVIU90: RIGHT PACIiQ COVER SHEET 150 MPH EXP. B 3/O8/19 aCAM 1/4"=1'—O" aii>Q>mT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE MATH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) M EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGEDOOR 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13R 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.28 GAGE (0.48 NMI) SHEET STEEL V MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3028 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %•INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 ANCH 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 %%NCH GYPSUM BOARD OR EQUIVALENT. WM WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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." TwBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR 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. PLLWANG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH M? AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVER0106 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 R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FMOHE6 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 12' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1053 - 1 1A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE IOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesl8ngroup.mm L AA M: 0003325 a SILVERADO LOT #58 BLK #6 PllOJ)DOTOP 0412 .002-5806 1LOaENU 4EBB "1828-CALI" 0ARA0Z BWD>M RIGHT PAGM GENERAL NOTES %150 MPH EXP. B • ARLN�, irrATE OF AMC& ABOMCIIACRA AR NO 93723 DATM 3/OB/19 OCAE.M 1/4"=1'-0" ✓sIgz= GN 39'-8' ERUCLIM MEN °n o °lonE : � IEEIYEEEEEa Ft � r � 1 ° . 'I �. VAS :i REQ.PER OLM CAME o v1. GRACE 0-0 A ° 1 mMA ._ I UP �3060 Tillio • alsommul° Non olllf° "(i DI��I° -µ V SQ.FT. CAM'S LIYNG IB28 SQ. Pt. GARAGE 430 SQ. FT. ENTRY 16 SQ. Pt. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. OL j � MID B7AID ID ANDT'RE IMAGE MIN. WINDOW Im S 24/-33 CRITERIA EXTERIOR SWING is 5 24/-31 DR. MIN. CRITERIA sfi'i MIN. 41 S 23/-29 CRITERIA 1" i Otj, 112 5 2D.4/-22.1 BASIC RIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B. MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PEREFBCR ED.(2017) R301.2.1 TO MEET TESTED ALLONOMINAL HIND LOAD VALUES FROM THT MANUFACTURER. C L. TOP PLATE 9 M BAR DETAIL A SGALE= In'•I' :i 0 a DIM. VARIES ARCH DTL. 'iiiiiiiB E, In . r-m FLOOR PLAN SCALE, V4• G I'-O' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIPY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK OR 20-MMUTE FIRE -RATED DOORS. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.mm AA M: 0003325 LLWWG5118���a i O afill 111111,11 SILVERADO LOT #58 BLK. #6 Pitoamoaw 04128.002-58061 molmm "1828-CALI" GARAOR awLTTo: RIGHT PAi FLOOR PLAN 150 MPH EXP. B DATA 3/08/ 99 ISCALMIz 1/4"=1'-0" Al LAP SIDING AS SPECIFIED SHINGLE ROOF 1 (TYPJ FYPON 5KTIDCIT OR EQUIVALENT EfLDG. HGT. ----------------- FYPOI.1 LVI2)24 OR EQUIVALENT SHAKE SIDING AS SPECIFIED (T lTYP.) 4' PREIZE 6AND (TYPJ MoAjeo i' TRIM J ME. 12J W-8' ERG. HGT.o FRONT ELEVATION E+ 4 • V-0' TEXTURED FINISW OFF RIDGE VENT OFF RIDGE VENT AREAOFATPIC = 2364 SO, FT. NET FREEVEnUTION AREA REQUIRED V30D REQURmVF1mIAT10NAREA 23640M = 7A6 VENTILATION AREA X SQ IILNES PER FT. IINI • 1131,72 SQ. IN. MIN. REQUREDVEITIIAMON • .SX 1LU72 IN TAPER PORTION OF ATTIC a 5036 SO, IN. OFF RIDGEVEN nLATION AREA • 115 SQ IN. PER VENT 9936/115 TOTAMI'VENISRIMIRED = 4.9M 70TALVOFVCNIS PROVIDED = 5 'AREA OF AM ISTNE PMNWEI OF 7NE 4"F, LM THE aM*WIG (OnTRIDROF WAUTO EDEROR OF WALL. NO OVERHANGS INaLMEO) OFF RIDGE VENT 12 0'-8' 5RG. HGT. Arl TYP. I I v v m r r N Q 0'-O'FIN.FLR I MIN.4 G D I _f° I 0'-O'FIN.FLR IN.4 GRADE v REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FNISH a N ----------------------- N------------------------- RIGHT ELEVATION ALE. 1/4 • P TEXTURED F(NfrW OFF RIDGE VENT OFF RIDGE VENT #S'-8' BRG. HGT. V' r N FIN. FLR. ------------------- ----------------------- �Y LEFT ELEVATION SCALE, V4 • I'-0' TEXTURED FINISH U DECO. DTL. A SCALE, 1/2 • I' 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 C 9 8 8 aeas� summ aIL LZ SILVERADO LOT #58 BLK. #6 IPMJWTSV 04128.002-58061 MODZU 4EBB "1828—CALI" GAItAGM s..n11a1 RIGHT PAGM ELEVATION "D" 150 MPH EXP. B ROLAMD A.AB000HAORA L AR NO 93723 J r 3/08/19M 1/4"=1'-0"2 D ELECTRICAL LEGEND 8T'M DESCRIPTION 4 TANDARD SUTCFI -4 -WAY SWTCH A -WAY OUTC4 _,R SWITCH •B BUTTON ISCON4EC7 STAT ECEPTACLE (DSV/2O-AMP OLE) LEX RECEPTACLE T�. LEX RECEPTACLE (EGUIPFED UND FAULT ERRM1PER RESISTANT TYPE) LEX OUTLET (HALF OF OUTLET SWITCH) 4&(GROIN FAULT X RECEPTACLE ®RECEPTACLE tXTElTERPROOFAGFI (FLOOR go ACLE (4 URE MOUNTED L04T (LING MOUNTED LOWT ENT LKd1T LIG4T SCONCE PRE-URE FAN UNT14 LIGHT (I CFM PER SQ FTJ COS BULB LIGHT FIXTURE IGHT FIXTURE IGHT FDCTU RE K LIGNTNO HT WITH FULL CMAN W=5i;aom ARNET LNSW RESCENT LIGHT (RECESSED) RESCENT LOOT (SURFACE' LAI 'u4' FLUORESCENT L*MT (RECESSED) • O lRECIESS LIGHT CE" LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT UTH J-BOX OPT. FAN PANEL (FIELD VERIFY T ) PETER fFIl07VlRF7— •BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) 'LNG`OUNTED FAN !I GWI PER SQ FTJ Me CK ETECTOR (CEILING MOUNTED) T LOCATION OF TV JAC" A PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE-CONOTIRUCTION MEETSNG. • ALL IS 4 20 AMP BRANCH CIRCUITS TO BE AM FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • em • ISLAND (NOT ON KITCHEN WRCUR) • DIBMUASMER DISCONNECT TO 15E LOCKCUT N PANEL • BATHROOM a+^4dST FAN TO HAVE MN CAPACITY OF 90 UTT NfERMITTENT PER TABLE M00T,4 OF FBCR 4.iH EDTION (20111) • LAUNDRY ROOM RECEPTACLE SMALL DE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SMALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . _a_� � ewle• camel L wie nsi e�Ten R9Y Pun nee ANT) TS% OF LI6FITNG MUST DE ENERGY EFFICIENT TYPE PER FEG. ®NEA!Y GGNISEIlVATICN (RESIDaITIAL ENERGY ElFICIE4GY) 201T. SW EDITION R404J CEILBJG I �� �` MTD. LIG41T TO BE I 'PIRE-WIRED LIVING ROOM METALLED, I CLG FAN \`..) (� ,� I C.', I \ PRE -WIRED J-DOXPROVFODRE \\I ehw GLG FAN OPT. FAN J t DINING 1% ROOM I o I I - \` I f, SWITCH N OUTLE-1- _- CAB W FOR DW I I GFI GFI / - i t • / I W.I.Cs �`` OIISNUITES // PRE -WIRED / CLG FAN 0. BATH I I � I `� IIKrrcHE SINK PAN, � ORG � � \ RANGE GFI O of \ I our- --- ---- 1 I BDRM. #4/ WOOD WIRE BY OUTLET FOR- ® FUTURE MICRO PRE-URED BDRm j GLG FAN It Al FRE-URED CL.G FAN I - I i lJ I GFI WM 44' O 1 I GAItA�6E \ r — — — — — � AFP DOORVOLLAW \\ AS RECL j/ WALL MOUNTED PER EILDG. BADE \\ ATTIC LLVSUTCM N �6aa % I I I® I S/00 I \ KEYLESS OUTLET METER / x FIXTURE FIELD LLOCRI,FY i I \ \ IRRIGATION OUTLET • GLG FAN \ W. ———————————————————— \--------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-0' ®mom--'�o� mm�---•moo®R� ®DO��E®L'GD moor-.�mo Imiso�ImlEa oQ�Q©0 o II©OIIIO j oQ7 r®r.,•o�r-T---Ts�ir-» �-*r-��R�Rr.� ®oo�0m m ©0© ®am�Raom IRMMR^'.,,)♦M0 �0��oEC� ooRv EEEIEiINESSMESSES E�.i��Eta DEi��EiEi ��� �•F� ©W.�' �O� WINEENSELM MINES PROVIDE 342/0 CLI, TSAW • 1% CU IN 2• CONDUIT OR 3 •4/0 AL., T4Mw . PS CU IN 2' CCNDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE 02.01IN ITION SERVICE DISCONNECT GUTC14 AND 00 A!'P 1204140 VOLT GENERAL NOTES, M ELECTRIC METER N i PHASE A ELECTRICAL MATERR IALS AN NSTALLATKNS SMALL NOMA 31R SNCLOMME CO1•LT UTH ELECTRICAL PROVISIONS OF THE Pam bum PANEL EOITIeN n 111 LOCAL CODES. AND ALL LOCAL POWER COMPANY REQUIREMENTS, 180Ar2P B. ALL CONDUCTORS SMALL EE TYPE TAKITNW UNLESS, NOTED OT/ERIMSE LT�EOUIPMCI7 TI•LlFH01! SewvlcE UELE 7E12v1SRON SYRRA)C! SIRVICE ENrweNOE muPMENr FOIER COMPANY SRERMYSTEM DO4DN8 TERMINAL AT LOU VOLTAGE CONNECTIONS FROVIDE 00 AMP, I20440 VOLT, i PHASE SS ONDARY-� 1 •'4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 •I COPPER (CU) N CONCRETE ENCASED FOOTER STEEL PER 1-14 CIA 604EDULE 00 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PFIOVRSIONS OF THE IBM 61Ri RAS ALL~ (AL) IN 2" DIA W44C U M SO PVC EQl CCNDWT UNLESS SERVICE R PROVIDED by THE ELECTRIC COMPANY. C 0WNATE UTH T1E ELECTRIC rl.' DIA X S FT LONG COPPER CLAD CAMNO ROD COMPANY PRIOR TO OID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.• bdeslgngroup.com AA #: 0003325 a Be 0 aysnly ae LOT: SILVERADO LOT #58 BLK. #6 04128.002-58061 molm t 4EBB "1828-CALI" GAltAGZQ SWING: RIGHT PAGM ELECTRICAL PLAN %150 MPH EXP. B I I I I I I F ' 14'-3' r I I H � I I I a 1 ' 1 i I m i I u i n m I I I ii I 11 I I 2• yam. II - - F�:' I -II° 3'-I' 3'-2' �• AUTO VENT LL k �L--j "'m SNK LLV I I/2�/ Imo\ r ----- i O I \7'C4 1/2• I �%' _ 1 1�'�9�, 1 v2 we (� L-----� FEC 2TUB 4 1 4' i AV 2 I LAV •Z,IR+� LAV I I I WC 3 3 I I 3• 3 IlltLi BEAIAZ I I } WA"R 2 co 4 m ----- 4 TO 2I HAM ' PLUMBING RISER DIAGRAM I El t -------------------- PLUMBING PLAN 86ALE, V4 . P-®• 1441 N. RONALD REAOAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%: 407-774.4078 www.abdaskgngroup.com L AA M: 0003325 O SVSDIV. Ae IOTs SILVERADO LOT #58 BLK. #6 PROJ=T* 41 .002- 8061 xoDrlu 4EBB " 1828-CALM' GA3lA0Z MIFEWM RIGHT PAGI PLUMBING PLAN 150 MPH EXP. B HVAC NOTES L ALL MECHANICAL EQUIPMENT &HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MM 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 MC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2.3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FEIC 61H EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SWOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE aATH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. A. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR& TO RESET DAMPER ALL DAMPERS &HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FDC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECIN DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTEr ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 EXTERIOR WALL AIR RETURN SUCTICN AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY PSLEEVE TO LINES BELOW SLABIGERANT LINES TO PLATFORM RETUCONDENSINGUNIT TRAP DRAIN LNE AND TERMINATE VMECHANICAL IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) BLDG. CODE SECTION W12A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILNSs EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/1&'X2' TAPCONB UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT UP (2) bXl 1/4' SHT. MTL. SCREW& CONDENSER UNIT CONNECTION TO PAD NOTE. MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG BRASS PLUG —�- FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VJC OPT9/SPEC (FLOOR SLAB CLEAN -OUT (TY�P. ) FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN NOTE. ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR ABOVE F.PE. ELEVATION. MECHANICAL PLAN SCALE: 114 . I'-0' :ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesWigroup.com AA #: 0003325 q C c LW7 10 'p 6 > ulwiv. & L om SILVERADO LOT #58 BLK. #6 P3 on=T# 04128.002-58061 MODRU 4EBB "1828-CALI" GAPLAR32S 8„lN0: RIGHT PAd2B MECHANICAL PLAN 150 MPH EXP. MECHANIC] L AR NO 93723 A nAT : 3/08/19 BCAXJb 1/4"=1'-0" Bil2L`ZT M1 2X4 TOP PLATE RF PRE -PAD TRUSS I/1' GLG. BOARD 1/2' ORYUALL T`)Y 2X4 WOOD STUDS •24' OZc &LAS FIN. FLR rjw I r.. .7I uw;2 In PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE, 5/4'.1'-O' FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON J. Cos. SHEATHING OR;'COX PLYWOOD 8ECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -m ELEVATIONS TYP. O.N. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ®'-w FIN. FLR L 9/8' GYPSUM Ex OR 1/2' HKsH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■I'-V' SEE ENERGY CODE POP" INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS i r REFERENCE STRUCTURAL br2 P.T. FURRING — STRIPS • 24' O.C. B' CMU 1/1' GYP. WL. W.- WOOD BASE LL— • a. ti.. . 'a. 4 n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW$.IJ ON J' O.8L. SHEATHING OR}'COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR B TYP. WALL SECTION WJ NO OPENING NOTE: PER SECTION 995.1.1 - FOR ROOF S O 8 2 I2 TO SS THAN 4 12 A 4 1—STORY HIP BLOCK WALL (2) LAWYER UNDERLAYMENT SYSTEM 8CAI 5, 3/4•.r-m• 18 RECUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 AID GOAL s'a ron aw LN • 2B GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.1.1 ON a' Ozz. SHEATHING OR }' 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 112- THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a' CMU yr Taa4r, 7 COAT - rORrLAND 0rlW ft.* •R mft' D Dreamy TO TU•ON•T ,rm Pon F"TOAD TO TRACK GWACW rY rRCDUCT APPWVAL RM. COM"9MAO •, CPU w •Tm cnim n0R 1lofomC•H@IT 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-®' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIRBACK AT ALL UPR$09 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONY. Tx RAT SECURED PERJ � STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION Ir \ 5/6' GYPSUM BOARD OR 1/2' HOW STRENGTH CLG. BOARD 4 a 4'. A W/ WINDOW OPENING n R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 'REFERENCE STRUCTURAL *2 P.T. PURRING STRIPS • 24' O.C. In, GYP. I.I.L. BD. WOOD BABE FIBERGLASS SHINGLES OVER -W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R•J05JJ ON I}' O.&JS. SHEATHING OR }' COX PLYWOOD SECURED PER i,FASTENER SCHEDULERI TM%. DP EDGE i 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE, 9/4•.i'-0' 1/2- THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-& FIN. FLR 1441 N. RONALD REAOAN 8LVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.ebdesWngroup.mm AA 0: 0003325 s OO a 1p O a oVSDIv. ae IATt SILVERADO LOT #58 BLK. #6 P2 o"wT# 0412 . 02-5 06 HODZMt 4EBB "1828-CALI" GAF.A0Z$ SIMUM: RIGHT PAGIM DETAILS 150 MPH EXP. B AAcr`rrECT: TOWL4WA AR NO 93723 Dltlm A 3/08/19 WCALM 1/4"=1'—O" BIEN= D1 MN TO BLK V (tAW' A -BOLTS W RIDEOME NT MN AS/ER AND MT SPACED EVENLY FF=M FLOOR TO 0��■iw�- LiW�-- mwu 83 SECt#E 1x4 2X& dHARAW DOOR SUCK NW (0) IN )iXS' A -BOLTS 4' EMBEDMENT MN Sit 1'W ISASFER AND V4W SPACED EVENLY FROM FLOOR TO Nfa4RJ16E DOOR "m N JOINTS PRIOR TO FILLNM 1.2X8 PT BLOCK • CENTER OF ® DOOR HEADER UKV J1'K•' J-BOLTS 4' B'DEOMENT SF 2'X W S1ASbER AND NIT. IS imr ALL SMALL BE N AGCOIRDANCE O MANIFAOTURERS MTALLATION MTPWTKW* UMRE SUCM MTRICTIONB ARE MORE STRINGENT GARAGE DOOR T BUCK ATTACHMENT 4uNi. w'.rw Ly! 4 IX4' OR MCI' P.T. NAILER Tf ❑ Ix4 P.T. OR Ys X4' MIN. HRU SECURE TPRAME 4 EXTEND kh' INTO BLOCK W/ %" TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE -I" MIN. EMBEDMENT 1-Y4* WITHIN 8' OF EACH END 4 *'OC 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 +3 4 OR +S 4 1411(BJDOIf TO B +3/ OR +3/ " 8CALE: N.T1. 2X4,= SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 U3' OC. MAX SPACING. 2X6,m SECURE TO BLOCKW/2- ' TAPCONS(MBy SIZE .HS MIN. HEAD SIZC" MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 8' C 1IU 18' OC. MAX SPACING h' DRYWALL 2X&, IX4' OR IX2' P.T. NAILER SECURES TO BLOCK W/2-%' OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIL EMBEDMENT 1 Y4') TTAC 4 TO 2X PER WITHIN 8' OF EACH END MANUFACTURES DETAIL&. _4 18' O.C. MAX SPACMG. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MM.EMBEDMENT IYi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2>0>m SECURED THROUGH SECURE TO BLOCK W/2-His' NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. I-Yi (MIN. SWANK SIZE .10 EMBEDMENT INTO BLOCK MIN. HEAD SIZE "0 • CMU MIN. EMBEDMENT I Y4,) WITHIN 8' OF EACH END 4 • DRYWALL IS' OC. MAX SPACING. a X4. OR I'X2' P.T. NAILER 2X84m 8ECURE TO BLOCK UY2-%l 7i 01D. X 4' MIN, TAPCONS DOOR CARING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 ppOR JAMB OR WINDOW MIN. EMBEDMENT IYi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANPACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLOCK +1-15 1¢' (n1 MINDO31 TO HIOCK +1-15 8 " SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. 6WANK SIZE .145 MIL HEAD SIZE J900 MIR EMBEDMENT 12 ) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL I)is' TAPCONS TAPCON MIN. 114' (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) S. WITHIN W OF EACH END 4 Jy DRYWALL 18' OC. MAX SPACING. 2XBm I'X4' OR MC!'P.T. NAILER SECURE TO BLOCK W/2-i(s' t:ASBrG TAPCONS (MIN. 8NANK SIZE .145 MIL H300 SIZE 3 DOOR DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) --ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURES DETAILS. 18' O.C. MAX SPACING NOTE. BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) NOTE+ SHIM AS NEEDED TO IDLUMIS JAMB (D0 NOT EXCEED V) DOOR JAMB TO BLACK +1-1 DOOR JAYS TO HLOCK +2 4" u 11WD01/ TO HIACK +1-1 A. + 1 4• 2X4® SECURE TO BLOCK W/' TAPCONS (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE' STRUCTURAL TX ND' OC. MAX SPACING. MUTT BE ON OUTRIDE 4 SECURED THROUGH SECUR BLOCK W/2.9(I NCH -STRUCTURAL V&' TAPO" TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CtiUMIN.EMBEDMENT IYi) DRYWALL WITHIN 8. OF EACH END 4 X4' OR VX2' P.T. NAILER �0- 0' OC. MAX SPACING. ❑ 2X8® SECURE TO BLOCK W/2- 41(e' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER lb'Or- MAX SPACW. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" ILM Ek.t/SCALE. NTA. 2X4= SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y19 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X b• OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUCsH SECURE TO BLOCK W/2-V NON-STRUCTURAL i4' TAPCDNB(MIK SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 M T 11") IL IN V OF EN 4 WITHIN 8' OF EACH END 4 8' Cm 18' OC. MAX SPACING. x• DRYWALL 2Xb,m ❑ IX4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-OW 2ND 2X SECURE TO TAPCONB(MM. SHANK SIZE STRUCTURAL MEMBER 145 LLV(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EM M6C)MENT I Y4') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)i ) DOOR JAMB TO BLOCK +3" F 2X4= SECURE TO BLOCK W/Yi TAPCONS(MI. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 16' OC. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL 4I(e' SECURE TO BLOCK W11-1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SWANK SIZE EMBEDMENT INTO BLOCK. 145 MIN HEAD SIZE 300 , cm MIN EMBEDMENT I )4') 1i' DRYWALL WITHIN 8' OF EACH END 4 18. O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X84ma SECURE TO BLOCK WA-114' %' O.M. X 4' MK TAPCONS (MIN SHANK SIZE J45 OOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WIHIN T8' OF EACH END 4 ATTACH TO 2X PER 18. OC. MAX SPACING. MANUFACTURES DETAILS. NM-4 MAS 140 pV Mf iMSt00Mp!i1®1fl DOOR JAMB TO BLOCK +3-7/18" @ C01BACK +3-7/1 "NT 2X4 o SECURE TO BLOCK W/Yi TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 0' OF EACH END 4 NOTE' STRUUCTURAL 2X fV OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH} SECURE TO BLOCK U1l-1/4- NON-STRUCTURAL 11(s' TAPCONS TAPCON MIN. 144 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 30C MIN. EMBEDMENT I Yi) 8' CMMJ WITHIN 8' OF EACH END 4 )i' DRYWALL 18' OC. MAX SPACING. D IX4' OR IX2' P.T. NAILER 2XSm SECURE TO BLOCK UN-1/4' ' P.T. X 4' MIN. TAPO" CASING (MIN. SWANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TT 44 TO 2X PER IS' O.C. MAX B°'CW- MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMBS (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4" H R TO +3 4• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosoWoup.eom L AA 5: 0003325 k 1111 g sLTaDzv. lk IAT1 SILVERADO LOT #58 BLK. #6 P1WJf=T4p 0412 02-5806 mol"m 4EBB "1828—CALIr' QAieA0Z 011MI Ot RIGHT PAGIM DETAILS 150 MPH EXP. B r3/08/1aM 1/4"=1'-0"' D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FOXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FOCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FOCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:01/14/2019 .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosWngroup.com AA k: 0003325 2 8 0 aysDn►. ae LATt SILVERADO LOT #58 BLK. #6 P o"=T* 4 8. 02-5806 moDzu 4EBB "1828-CALI" GAnA*Z XV1203k RIGHT PAGO PRODUCT APPROVAL LISTING %150 MPH EXP. B AACHITWT- Z tW A CPA AR NO 98723 M 3/08/ I19 scAlM 1/4"=1'-0" arils w D3 AAPPRON6D DWLDNG WRAP 0 PRB•OM"ED CONTpwL JOINT� FLANSK OF CONTROL JOINTS Td OE MR® TIED TO LATM a S' Ca MAX (VORT.A Nam, DO NOT FASTEN CONTROL JOINT TO 111AI.L EVEN IF STUD EXISTS BEYCIND [XCEPT STAPLES ur) SLrCI#E C 261WLBE UND O T[I'TP. ODURING, N&TALLATION --� LATH SHALL NOT EE CCNTNUOUS THROUGH CONTROL JOINTS OUT SMALL M STOPPED AND TIED AT EACH &DE �ro J''LTM �3 COAT CEMENT ILM LAYER 7, POWWHWR OWLONG PAPER APPROVED METAL LATH PASTEED 01' (VENT.) Or— MAX AT SUPPORTS SRD LAYER 9, STUCCO ~ WOW SMEATMING PER ASTM 0I063 / / Pr� D P�;,T MAX 6; O e• 1JO.L4 a \ PROlmCONTIMM JOINT FALLS CN 1. 1FASTENERS FOR LATH TO of NAILS ORSTItllC1URAL S1UD STAPLES N CQ'PL ANCE SV ASTM CW63 T 2. FORE TIES TO OE (NO. S) OA415' UM 3. BLOCKING SRDMi MAY DE IN ADDIT1py \ TO MALL SIDS REOWRED PER PLAN / \ r OL11%D SSWpaPLA ®FOLD On. A la1L1O Ie .P a OIIRASL . M. S a MEAN •Pr.G OLFOLD RrIIO•R.A • me r• • ® LFOLD Mill 1GFO aM.& aOLISAR 0.T.0 • FOLD PT.O GVAR PT. S TSJ. F(.O TWO" aOTTON 0 AMU e 1-40 Alfy M1aR RTOUT 3EA4.(a.c oQ M LAYER -2. PORTPIBER BUILDING PAPER mwAeB oran u LATER a. SMALL DE LAPPED A MNKM OF 4'x4' SELF-ADFERNG MEMBRANE "• i' . VERTICAL LAM (ROLL FLASNN11 (COMPATIBLE LLV @D&) 4 i' • MORMOMTAL LAPS, WRAP MATERIAL) OVER ALL SLAMS REED TO B[ TAPED LATH VERTICAL LAP TO 6E 1' APPROVED HOUSE .. . MTM FORTIOER SMEATHIMM TAPE R O" TO ORWD ONTO PIPE / \ I. OR LESS PIPE iki' SELF-ADRlRNG MEMBRANE PEJETRATION R.AG14M X4MPATBLE YV FICU&E _TRIAL) OVER AN4' R-AGNNOVER R APPROVED wom Y X. X X X CUT AND OVERLAP ONE SIDE OF METAL LATH �W ME'BRAME CUT AIRD OVERLAP ORE NDE OF STEP 0I STEP 02 PAeHnYs-ADHERn+G MerBRArE ZOM Mm LATER 9. C3 COAT CEMENT BTIKYO WRAP I SI TY O M~ METAL LATH M 4, lORTPBEROETALL POR7PIDlR \ MIDLAYER 9. FOWOgI R BUILDING PAPER L tills I PAPERTER METAL LATH P \ R•IG PAPER / I MIN LAYER •9. i54' SELF-ADNERM MEMORANB — STUCCO uRAP R.AS14►tlr OVER 4k4• SELF-ADRERN3 MRTIBRANE INSTALL FASTENERS (CLIPS. FLASHING OVER APPROVED WOOD SMEATMNG STRAPS. STAPLES) .AS REQUIRED TO Sl'M RIOUSE aRAI'• PIP/ FORE TO PRAMMM SELF-AMEMBRANE PLA PLASMNG OVER APPROVED APPR HOLM MAP. KA Y MN LATH PLASHNf1 TD EXTERN ONTO PIAE 2 SCALE. I u:'.I'-®• ® KICKOUT DETAIL ~'1sV \ I I EATes TWIT aAL (SEND oR eowlolOOMUL W io7 ioeF un MOTE. SIDE LAPS OF METAL PLASTER DAISES SMALL DE SECURED TO FRAMING MEMBERS THEY SMALL M TIED OETM{EN EV'PORTS MTH &04111,-N. (121-MM) ME AT MENTAL& NOT MIOIE THAN &' (228-MMA AS Flit ASTM CI063 IAL PON REPAIR Q TEARS N SRO LATER&. TEARS MAY M PATOMED IWW711S8 ~ TAPE PER MANY. &PEE. CR PEEL s STICK MOOD SREATI 1Ii DAMP STUCG ATM FF.Ie WOOD SHEATHING OR CMU WRIS LAYER h, STUCCO WRAP (FRAME ONLY) {' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER RDOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS F z GALV. METAL FLASHING � � (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS (H)"L" FLASHING N.T.S. V COW. BEAD a SEALANT INSTALL APPROVED MOUSEWRAP AIR IN MLTRATION BAIBBE! OVER SREATHINL's ELASTOM MC COATING OVER STUCCO) C.V. FINISH (SEE TYP MALL SECTION) SECTION PER SECTION RM&T OdEIRfbt" ow okswm Exterior use of porllentl cement pieter ,hall comply wfh the epploe mgUmmerb of ASTM C 9M12A Installalion of exterior WhIv and I lg ,hall comply with ASTM C 111.12. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (UJRB LATER 01, STUCCO UJRAP) UJRB LAYER 02 (FORTIFIBER-.-...- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOT : METAL LATH: LATH TO BE PER SECTION R-103.11 / A5TM C-54-1-09, 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: 407-7744078 www.abdesigngroup.com AA &: 0003325 h IRS ti111. 8 g BiJSDm as LOT: SILVERADO LOT ##58 BLK. ##6 PnOJMT 04128.00 -58061 mox" G 4EBB "1828-CALI" GA1111AGM 8WINGs RIGHT PAGE& WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 3/08/19 BCALEb 1/4a=l'-0e sI�T WA1 BACKER ROD r_M.rw:4`F.3L, 7 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. W92IENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES. 8. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 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 %I ES, V CAULKING S JOINT ALL PER SECTION R703.7 EAwfor k Nm and Dbabrim Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 928.12A. Installation of exterior lathing and framing shall comply With ASTM C 1083-12A. WIRE, LAYER 9, STUCCO HOODED VENT THICK, 8 COAT CEMENT PLASTER METAL LATH WRB LAYER V, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) 108TO �LI DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT rs TOP 4 SIDES C B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGFI / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UJDER 'QUICK FLA644' A VENT PENETRATION SCALE, N.T.S. ELEC. METE( VERIFY LO Ahmr-1.4 IV 1�G�►CIVG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM ('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 el, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D, FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER 9. STUCCO WRAP WRS LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FNISN �� OS -FASTEN TO 01000 STIRIGTIRAL MKHWR • V OG. MAX 36' TO 1i' tlln-WALL AOFESIVa 19.ASHING, cLaAN MASONRY 11591'OM APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK, 8' WRB LAYER 9, STUCCO WRAP CUT 'X' INTO r .. .:...:........`:,.,. SELF -ADHERING MEMBRANE FLASHING APPLY SELF -AD HERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP '01 STEP 1*2 WRB LAYER 9, STU CGO WRAP STEP 03 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP ® SELF -ADHERING MEMBRANE FLASHING U1RB LAYER 42, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeoWngroup.com AA M: 0003325 U N a � p�wy� V Q Wei I 18M sum �e Loan SILVERADO LOT #58 BLK. #6 PA0j= 04128.00- 58061 MOD3119 "1828—CALI" OA kA0Z swIIdG: RIGHT PAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B A a 3/O89AS/ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO • • a► F-ADHESIVE FLASHING - - - - - 2 1/2" CORNER BEAD (FASTENER 4 SPACING s l' O.G.) CMu %8' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7��CORNER BEAD � BLOCK 1TL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebdesigngmup.wm AA 8: 0003325 mm atnmly aLow SILVERADO LOT #58 BLK. #6 Pnoj=T/ 4 2- 80 1 MODBU 4EBB "1828-CALI" OARAOM BMU902 RIGHT PAOI M WALL ASSEMBLY DETAILS 150 MPH EXP. B /`� � � L"; DAM 3/OB/19 aCALM 1/4"=1'-0" aImmT WA3 moo mmmu LEGEND DRAINAGE PLANE (WRB LAYER h, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOW SMATNM6 YEA,TNER REIISTNB 6AIMER �wm 00$MTIVE / •, \ \ / $IDM6 / \ i RM6 Yf%i��VEN. PLAGWM ICRWs aa aU RR- t �` NnRR 1fMM6TIVE STARTM $TRIP / `� \\ RMSTIVE DAIRW`BR •AD,IR iR.. MT, � \ aeLvro METAL I GALVD METAL r R.ASFIM6 z' R.A$NMi 0W TNM M EMIsm / ` / UISODiAM TRI 1 �MEI'tiER GAP UCALILKWn OR APPROVED SEALANT CASM \ i SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdes4Mmup.wm AA N: 0003325 h La svmly. ae LflTt SILVERADO LOT #58 BLK. #6 PRCNMWT# 412 002-5 061 a�oa� 4EBB "1828—CALI" GA AGM BVInfM RIGHT PAGI WALL ASSEMBLY DETAILS 150 MPH EXP. B nAc�'rrscr. e� ^, cx�► s3� rVINUT 3/08711 BCALM 1/4"=1'-0" 8R18T WA4 svmly. ae LflTt SILVERADO LOT #58 BLK. #6 PRCNMWT# 412 002-5 061 a�oa� 4EBB "1828—CALI" GA AGM BVInfM RIGHT PAGI WALL ASSEMBLY DETAILS 150 MPH EXP. B nAc�'rrscr. e� ^, cx�► s3� rVINUT 3/08711 BCALM 1/4"=1'-0" 8R18T WA4 \\\ 1/0' TEXTURED \ FINISH • WOOD, 1/2' TEXTURED x x6 SUB-BANb FINISH • CMU x x x`...' J/I'x4' NOTCH 0 METAL LATH x x x x x :ND, WRAPPED IN z ;EEL 4 STICK METAL FASCIA ua¢AP WOOD SHEATHING OR CMU x x x x x x 1 WRB LAYER M, x x x x x x )RIP EDGE P� STUCC.O WRAP(FRAME ONLY) x x x x x x x x x x x x I - WRS LAYER w1, FORTIFIBER x x x x x x x x x x x x /8' TEXTURED I INISH • WOOD �� 2X& am DAND BUILDMG PAPER (FRAt'E ONLY) ROOFING CEMENT x x x x x x x x x x x x x i x x x x x x x x x x x FRAME OR CMU FELL PAPER V TEXTURED / x x x x x x x x x x 9NISH a CMU DRGE DRIP EDGE x x x x x x x x x x DRIP EDGE \� x x x x x x x x 1ETAL FASCIA METAL KICK OUT x x x x (REFERENCE POINT JRAP Xs' FROM �� © FLAN B X ONLY. FOR WALL OFF >TUCCO, I' FROM SET OF COMPONENTS) JOOD WALL :XTERIOR WALL \� i METAL FLASHING, WRAPPED FRAME OR CMU) MIN. Y4' ABOVE BOTTOM Or - DRIP EDGE \\\NOTE : NOTCH FOR 2X6 \� \\ SUB BAND ONLY \\ 1 \ \ \ 0mffgq;� �',IMMN 6 ®ELEVATION ®PLAN A ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ;1/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/126 NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH is END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK— OUT 2x SUB -BAND W/IIi'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )e4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT +s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FA%:407-7744078 www.abd eslgngro up.00m AA 8: 0003325 8 x 0 0 aysnnr. a LOTS SILVERADO LOT #58 BLK. #6 PROJIMT* 04128.002-58061 mopmu 4EBB "1828-CALL" GARAGR aw17JCk RIGHT PAGR: WALL ASSEMBLY DETAILS: SUB —BAND %150 MPH EXP. B 28'-W 15'-10" 3'4" •--FM-12X12 I -- 1 — --- FM- 12X18-----� 4"GONG. s SLAB ILL a 0. w y o. LF-24X24 4-3 12 1'-0' l 10'-T 10 1. 1 r 1 FM•12X1S ITXI END 1.1 .I SLAB 1 11T I I• I .I I$° °F f. I I • I SLAB xI I I N I I I� I• ILL I •I I I 5'-0" 15'-8" I I I 1 4" PVC I 1,`CHASE I — 12 4;" `"T-O g ,. I . �I �sl ti I y LLI I 1-EXTEND r--- SLAB 112" 2 I- CONIC �I 12 FM-12X18 I I SLAB • I 131n— y l LLI 3,.6 I 2 +712 1 L FM -I2X18 _ J MC-12X18 FM-12X18 FMC-12X18 4 4 .1 10'-2" 3'-10" 2'-8" 18'-W 2'-8" 14'-0" 4,-4" 21,i" 39'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0' 4" CONC. SLAB T 79 SLAB 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 +-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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 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. MNDICATED #5 BAR, SNDICATES #8 BAR, NDICATES #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 (05= 3(", #8 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT MW PSq, UNITS LAID IN RUNNING BOND. 15. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WWWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 81h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 6x8 W1.4-1.40VER GENERAL 3 i2' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 8" SEE PLAN 10' - s 12" CO TIN 12, (2)#5's MFMC16Z,18 CONTINUOUS 181, 2 IS, CONTINUOUS is" O 12" CONTINUOUS 18' O# 's 24" 24" 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abda 4pWoup.som L AA #: 0003325 Y a O fill, sumly a. Loss SILVERADO LOT #58 BLK. #6 PRDJWT# 4 8. 0 -5806 4EBB "1828-CALL" oAwAoa swarm: RIGHT PAGE FOUNDATION PLAN 150 MPH EXP. B ��I�11��11 PDw� 3/OB/19 WCAUb 1/4"=1'-0" same= s1 30" MIN. EACH WAY MONOLITHIC FOOTING g STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED �--`• .e ••' •'. CELL SEE PLAN FOR SIZE AND O CELL SEE PLAN FOR SIZE AND eF . 111 • d a: SPACING REQUIREMENTS Y U SPACING REQUIREMENTS W P��' Ip �.(�•:_�..'.r.— / GARAGE DOOR RECESS mV ¢y J �� Q .II o� �:. FM •.. Ul J - Z 8" CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS BAR I W W d" O ...I IN FOUNDATION WITH 30' LEG EACH LlL 2 WAY AT ALL CHANGES IN DIRECTIONS N y TOP OF SLAB TOP OF SLAB I ... �I SO THAT THE STEEL REINF. IS CONTINUOUS • I�` MATCH AMOUNT OF CONTINUOUS BARS vl • ?k EXT. PORCH SLABCHAMFER(1STORY)FOOTING •7ANO SEE SLAB SCHEDULE SAR SIZE 48 BAR DIA 4[i18' I •��SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB ' I•I� ILL CONTINUOUS STEEL MONOLITHIC REINFORCEMENT SEE SCHEDULE .aJOINT(WHERE `� �0, MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION (2STORY) W/ ISOLATION 4" CHAMFER 15TORYCHAMFER ( ) 0'-0' APPLICABLE) z N4 SCHEDULE #5 24'Il NY 1/2" APPLICABLE) e" CHAMFER (2STOF2Y)JOINT(MERE :�• ! i 4 EE SCHEDULEXD, Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE 38 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND #7 #� ar EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3/4"=1•-a' CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4"=1'-0' SCALE: 3!4"=1'-0' I S (q NEW REINF. BAR 0. SECURED Wl2-PART 2"CAPPED a g EPDXY. MIN. EMBED GALVANIZED PIPE g 8", UNO W/FIIWGE ®BASE < p FOLLOW ALL MANF. to SPECIFICATIONS FOR 4 USE AND n AR PREPATION OF HOLE. SECURE FLANGE TO Z W SLAB W(4) 1/4" X 21/4" TAPCONS O'ggQO ,PQ 4" CHAMFER (1STORY) 8" CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 c V SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z Z da o� mW U v p y 8" CMU WALL I•' TOP OF SLAB SEE SLAB SCHEDULE Z Z 'ISOLATED' COLUMN PAD m CENTERED UNDER WALL AND -y POURED MONOLITHICALLYWITH LLC.. 333 + FOUNDATION AND SLAB 4, ' .'ems, SEE SCHEDULE FOR WxD, BAR SIZE ,rAND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 10 SCALE: 314"=l'-0' d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774.4078 www.abdssWngroup.com AA #: 0003325 s Q 8fig O VIA S � "' SILVERADO LOT #58 BLK. #6 Pao"wTip 041 8 0 2- 6 acoaas� 4EBB "1828-CALI" GAPLACim 9WINCk RIGHT PACsM DETAILS 150 MPH EXP. B ARCHTE orc A CiA AR NO 007M I"InUNT 3/0877 scALm: 1/4"=V-0" Q23mmT S1.1A DOWEL PLAN SCALE: 1/4" = T-0" .1 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA 8: 0003325 mwill a 0 MIMI gat! I I Q I iLL . j reumm ae MMA SILVERADO LOT #58 BLK. #6 Pmn=T# 04128.002-58061 1MDDZIs 4EBB "1828-CALI" GARAGM ewDIM RIGHT PAGIM DOWEL PLAN 150 MPH EXP. B Dw3/08/19 BCA= 1/4"=1'-0" s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1d' HOOK GROUTED BOND BEAM - VARIES PER ELEV. i a N #5 BARS 8" CLEAN OUT REWIRED -0 FOR INSPECTION a] 411 O 0'-0" FIN. FLR. .p, '• TIE ERTICALREBAR n� 3 , • TO HORIZONTAL Ell4 REBAR W/ IT HOOK �a— BAR SIZE 148 BAR DIA 1 -0 Z W #3 18 i #4 24" "' U #5 3d' CMU UNIT DIMENSIONS 6ARE NOMINAL SIZES 4z HORIZONTAUVERTICAL 3 MASONRY SYMBOLS SCALE: 3/4"=V-0" OREINFORCING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdes*wgroup.mm L AA #: 0003325 o -WI Ll 11110 avnDiv ae zom SILVERA I LOT #58 BLK. #6 PlIOJmCT,p 04 8.002-58 6 MoDzu 4EBB "1828-CALL" GARAGZ DWING< RIGHT PAGM. DETAILS 150 MPH EXP. B DA3/08/19 aCAIM 1/4"=1'-0" samr S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 /2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN DULL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PIIS38, .177" ° x 2 7/8" LONG, WITH WASHER 0 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 OTHERWSE. BEAM SCHEDULE EZZUM 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 (fc SIZE ZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 1 #5 N/A GROUTED SOLID 'CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFELATERAL LOADSFOR S' PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAP °^D `►11�► — SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH "I row woos Irsaa wa4o V" V" TYPE LENGTH &1B RCLSI TYPE LENGTH 0" tsar wa4T Mau VWIT Roar awa,T wear wa44T "ar VWIT roar ero4t won e7e48 mote mm rsw w1•is rs►1s swo rr Pn PRECAST 92Si was ins w/ eew sm 4m pm 3'4r (42"1 PR6OAST 7095 ,024 ,653 rr (4Tj PR®CAXT tm >r ap 4m r e11 7eet Nw NOB ells ar an am I= ale !m slat 4m Ms 00 /m 4,r Hs) PIffiCAif 19M a/, s am em tm w 44 "M PASCABT 786 793 ,309 4'4r N99 PREf�1ST an am no am 4m m sm sm 4m Ho IW are 4m ton pee an no on 4m O awe 4tr' (04' PRECAST 1599 1m a110 a1/ arm 4m e4/ e7M 4'd (647 PRECArT 092 691 7078 4'r (6:7 PRECAST Wr sm ale/ am 4W mi on Mn 4m sm 717 m 1m4 ,tm Ww 1a im spa 4p ant em ri• (041 PRWABT 1217 1W toe im awe am im 4m r4' 04') PRECAST 411 411 745 r4• (84') PRECJIBT an am am ae1 mi 4m p1 am es Ww , 1m Im ape am ape am /m r tr 170) PRECAST 1It32 ,11 11A fm am am an a4n Sala l7D) PRECAST 840 889 016 a tr (70) PRECAST m me ilw 3m 411 tm as 4m rNi me m pw mII I 1a I OW am 4W ,r (799 PRECAST 900 ,m do w1 ml ww 4m /w Or PRECAST 307 721 490 r4r (iR) PRECAST m ml ma In 3w awl m0 M-l79') m t4w /m am as awI aH! r r (909 PRECAST 743 1w/ 1s aeQ me n1 all m1 r4" (90') PRECAST 424 04 303 rr On PREOW m am sew 1wt m tto, Im am m um 1/I am 1n 1w ttm r-C i PRECAST ( 864 W 1m m am ape am am O54' (711� PREG1$T 82S 612 230 r4" (m.)PRECAST m m aWr seep m I= ea as aw M. m m 1m I an 1m I =4 sm 10V' (17S") PRSCAST 476 ir"r (725) PRECAST 204 401 190 or Jim PRwA8r M. ail tim W 4n wa Ia91 - Nw w 1 e /ro am miiI 71w (736) PRECA6T 392 m m m im am sm 41 11'-4' (138') PRECAST 2SD 452 1. 111 (13r) PRECAST 4n m m 4n m m 1m ten as a111 4/ 484 aw too tmw am tr4r (,44) PRECAST u7 m m tm 1/1 ales a am tzr (14P) PRECAST 244 409 13i tzr (144') PRECAST 44 m 731 m 1 tm m m ,aw ,m ar am ,m 4W m W am 1r4' (13r) PRECAST' 206 N1 m 1we US ,m San w1 1r4 (759� PRECJIST 277 324 710 134' (190") PRECAST 416 m m m m 1 1m pt m tm 1m ,m Taw lm m m 7w tt1 ttn ta'r (tlld7 PRECAST 3e9 4M lOe tm 1m a,V Sw 14'O (1M') PRIEGIBT 206 283 too 74'-0' (,eel PRECAST m m m 7M m 1m 40 7M Im tm pw sw sm 44 41 m Im pw is'r (77e") PRIBTIRESeED NA lal wl M MIl fat fet ,at te'"e' JIM PR01RE16W NR 294 W 14'd JIM PRIEFFROW m m a1/ s m m eh m m m ttw 171 41 m ,m ,m am air wp tr4• (i947 PRD'IR NR I I tw W wt xA ir4' (1M PIIIIA@ NR 2S8 e3 1r4• (154� PISMTR m m m m m m en m m 11 tm 42 m 1m i m 1m Nn ma tr4' (a9r1 PREeTR MR NA M wt wt I" OW PRI1R®1® NR 194 64 ir4• am PRE91RBIem Iw m =a W 4e m mad m m Mm tan 14n m m m fs ,m 1m m tr4• U32'1 PR�TIEBB® NR M RR M Iet M 1r4' Mn PRE NR 146 62 1" mn PRwRSi1m 1R 1N W m W m W m ew m er Maj Im in m 4w m ,ow--- ow /m 1W me 214" Wn PRnTNWW Nlt. IM all 11l I. M �� �� PIIFSIRWI N.R. 126 a Y14' U69"I PRESTR� t4 1N aw m w m m e7a m I m m m o0 14 m m W 114 �47 (3Q41 PRlDTREHB® NA M IAl lal 7Yr R649 PRH1RB91E) N.R. 110 40 2r-0' l 9 P w m M m m m ile m m m m m m m s m m 7w 4w 2Yr (396') PR68TRIBID NR M lw 111 lw Wl w4r PM9 PRE NR 91 ffi 24%W her) PIIYIR W m 1W m m W W An rw ANONm m I1/ W ew m In m 40 m ME (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (9) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVAUM TAKM FROM SAFE LOADTAKW BY CARCRETE MAY 201611WIDN -PRECAST PRODU07E SY OTHERS TO MEET OR E11=10 VALUES STATEDADOW -ALLPROMW PRODUO79ARETOEIWTALLEDFMMANLWACTLNtIS SPECIFICATIONS-PROVOE kill WOF SEARIMPANTIONSIDEOF11151MOPlitliS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: 18-0126.03 --mmm----------------------- m------ 1 ♦ 8F18-1T/OMMB F -1JQ 1 1 1 ♦♦♦ j , 1 i ;; ♦ I 1 � ♦♦� Y j 1 LINO, PROVIDE BBt VMERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'$", LINO. T------ I I L_—___J 8RF14- LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ;1 '1 ,1 1 '1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA a: 0003325 , t � a SID sp C 1mumm a. Lo SILVERADO LOT #58 BLK- #6 pmonwT# 04128.002— 8061 HODZU 4EBB "1828—CALI" GARAOR SIFIN 4 RIGHT PAGIM LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP 8W 61 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL * 8" \• 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \t PLACE STEEL HEIGHT. QF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#6 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHA7 THEN THE LAST 1#6 VE TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL I" A \\i O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. * / 8xiB DEL. BOND 70 F ' / \O��•� P� BEAM W/(1)06 BAR BOND BEAM EACH COURSE 8x8 BOND BEAMTo a QYJ-\ W/(1)#S BAR (/ O F = FILLED W/ GROUT I ,\\a0 U = UNFILLED GROUT SOLID FROMT OP "N\O NOMINAL LINTEL TO TOP OF BOOf OPENING y NOMINAL IN # OF #5'S, IN 2ND BOND B� TH BEAM COURSESEE NOTE 5 ,,"$�\� O �16-1T/1 �/c B LINTEL W PRE-CASTCONCRETE px+�� NOMINAL LENGTH OF BAR=WIDMASONRY 8e HEIGHT BOF#BEAMP OPENING-2BEAM DESIGNATION BOND BEAM COURSE ORIT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 3/4"=,'-0"REINFORCING PLACED IN LINTEL LINTEL, W/O STEEL (L THAT XfXX - 1T/1M/OB INDICATES A DOUBLE BOND SEAMAND XFXX - ,T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATI OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 1., FROM EACH END AND 18" O.C. MAX. MIN 1AW NT EMBEDME 3 2x6 (MIN 2 X 3) 2-3/16 TAPCON . 1A#' PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4")8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X47BLO—CKiNG 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER SLK EA END EMBEDMENT BHEATHING T/MU TYPICAL MASONRY WINDOW W�088 SILL CONSTRUCTIONSCALE I ARCHWAY FRAMING DETAIL SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 0 h b 8 8 O aysDsv ae "" SILVERADO LOT #58 BLK #6 1paoi=T# 4 2 .0 2-5 06 atom 4EBB "1828-CALI" oA tAos XWVf : RIGHT PAGM DETAILS 150 MPH EXP. B 3/08/19 aCAM- 1/4'=1'-0" mail= s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 12" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 1 Q" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 10 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. B. 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 REVIEWAND APPROVAL 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER C 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 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 2xS 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 S" FROM THE CENTER OF THE COLUMN CJ3 Lw .� 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. 9 a a IIIIII,IIIIII,I�IIIIII,IIIIII,IIIIII,IIIII■_i_il-IIIIII,IIIIII,Illlll,llllll,illlll,-IIIIIII,�11111, 1111� 1 1 1 "1 1 1 1 1 1 1� 1 - - - - - - - - --ATTIC CCESS- - -- �� 1 rl� l- 11 M FRAMING PLAN SCALE: 1/4" - V-0" r� LIIJ 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeskpgroup.com AA M: 0003325 2 j O LQW7 p p summm ae LAT: SILVERADO LOT #58 BLK" #6 Plloj=T# 04128.002-58061 moasr e 4EBB "1828-CALI" GARAd1Q swndo: RIGHT AAOIL FRAMING PLAN 150 MPH EXP. B • ARIMPTECT; 1 r -, �.� J WLAW A.AB000HACRA ]DATA nnm 3/08,11, 8CA*"f" 1/4"=1'-O" s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1 /4" x 2 VIC' FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#17880 # 1900 UPLIFT (2) USP B-(2) USP HTA18 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE TRUSS 10d x 1 1/2" TO TRUSS EA STRAP. FL#17880 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOIMd) TRUSS AND (4)114" x 21/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2z WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECUREDiSd GALV. COMMON NAILS, ENGINEERED WOOD 1.2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) TAP CONS MIN. 2' B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ EMBEDDED TRUSS ANCHOR 34=1'-0' SS —GIRDER SCALE:MISPLACED CONNECTOR(S) SCALE 34"=1'-0' (2) 214 N0.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ®EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.G. (AT SHEATHING SEAMS) 0'-0" 70 30'-0" (1) "X" BRACE 30--1" TO 80'-0 (3) W BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK WI 12" DIN (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WIT FROM CENTER TO END, WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 8" SEE ARCHITECTURAL MIN. EMBED. AT 370C MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds S' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 20 SECUREDWA (2) 10d's a EACH TRUSS TO BE INSTALLED 10'-O" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE TRUSS SCALE:34"=1'-0' NOTCH DEPTH 1.1 HOLE DIA ETER DIAMETER2�"DSGI-sru0 THE USE OF ALTERNATE MATERIALS MAY BE <OLE USED SO LONG AS THEY CONFORM TO THE OUTERFOLLOWING SPAN 00 OLE EDGE>5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS IPTE A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED,CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOFTRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWAND AND REQUIRE 01 THECONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT18A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, OLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TOWINDARE < 3/5•13 DBL. STUD SUBJECT TO 11 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0" ALTERNATE MATERIALS 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 4OT-774-4078 www.abde&Wngroup.eom L AA #: 0003325 A SILVERADO LOT #58 BLK. #6 Pl on=T# 0412 .0 2-58 61 HODW , 4EBB "1828—CALI" OARAON SWUMs RIGHT PAGI: DETAILS 150 MPH EXP. B 3/08/19 01CM.0 1/4'=1'-0" alter S 3.1 A PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING 8 PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS(TVP) 24" O.C. MAX FOR STRAPPING D r VERIFY SECURE 2xe P7. PLATE 70 BU( Y': W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH .,f. STRENGTH EPDXY S'MIN. EMBED. AT 32" OC MAX SECURE GABLE T02x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 0 W-9- O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeelgngroup.wm AA N: 0003325 J R mill I ailed it 6 atraaiv ae Loa: SILVERADO LOT #58 BLK. #6 PMJWT* 04128.002-58061 MoDm' 4EBB "1828-CALM" owuewos awlNCk RIGHT PAGM DETAILS 150 MPH EXP. B L AR NO 90723 i D TO 3/08/19 SCALE- 1/4"=1'-O" a Mae= s3.1B VTT SPACING (1) AT EACH END 1.1 BLOCKING BETWEEN TRUSSES VTT AND W-O" O.C. MAX. (2) 2X4 No.2 SVP DIAL. WHERE X-BRACING IS PRESENTAT BRACE W/ (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 8 TRUSSES) "X" 01-0" TO 30'-0" (1) BRACE �I�ht�l 30'-1" TO 80'-0 (3) "X" BRACE (1) "X" BRACE Q CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK A7ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) Ilo I \ I 0I PLYWOOD SHEATHING, SEE II �I "ROOF/WALUFLOOR \ IL SHEATHING FASTENER SCHEDULE' O SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW ix2, 2x WOOD FASCIA CONNECTIONPER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3) 18d ENGINEERED WOOO GALV. COMMON NAILS. TRUSSES (M 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12, OI 12" O/C AND APPROVAL SECURED W/ (2)12dk PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS n L SCALE: N.T.S. 1 W/HIP RETURN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesoVoup.com L AA N: 0003325 q 0 Z; � LL O Q 76 p B f@ p B 3S ___ - ___ BUDDIV. ae IAm SILVERADO LOT #58 BLK. #6 PI oa=T# 04 .0 2-5 06 MODZ%d 4EBB "1828-CALI" GARAOa NIFEWC t RIGHT PAGIM DETAILS 150 MPH EXP. B aWPA L No 90723 J F'Fnnrr 'I DATM 3/OB/19 SCAT 1/4"=1'-0" ImEm 4'P S3.1C F ' GPBIE-EAR ROOF WIND DESIGN PRESSURES NET(GROSS) ASC -1 ZONE 1 •8.97 PSF (19.97) ZONE 2 • 17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/7' 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 SHANKGUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL " ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS Q 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILESTR. SHANK 8d RING SHANK 2 1/7' 0.120' 170,000 RING SCREW SHANK (18-20 RINGS PER INCH) 8d SCREW SHANK 21/7' 0.120- PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXMOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND SolRING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT B" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES ........... `a J Na Y , W z2 W . aLL =) W 3C Y Z = U 1D O In D z Z w 32 Z s W Z jU 00 W J J Z Y q W Z ZQ N U Q U wm o z AD= AD a• ui v a TOP CORD BLOCKINGAT4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING z o G, U BUILDING LENGTH 7t U ROOF SHEATHINGLAYOUT AND ENDWALL BRACING FOR GABLE END PRAMNG Bd RING SHANK GUN NAILS r'G 6" O.C. IN FIELD. 8d RING SHANK GUN NAILS H 12" O.C. IN FIELD or 8d x 2 1/l SCREW SHANK PNEUMATIC SCREW -NAILS a! 17' 0.0 FIELD J\ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASrM C33. MAXIMUM AGGREGATE SIZE 8HALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED I N COW UNCTION MATH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROVIDE 6%AIR ENTRAINED CONCRETEEgXX9E`T0 EARTH OPRWEATH1Et NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAMA NGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: PBCR 2017, 6M EDITION ALLEXPo6E` EDGES OF COHCPEfE ARE TO BE CHAAFH2®3M'. ALL WOOD FOR BEAMS, BEAMNG WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318_14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. F5 -1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE 11NDFRN,L 9P&SONGRIXAONFHIEIWICATE` ON BARRIER MEMBRANE ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASOE 7.10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALEDVAPOR PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND FORM-WOM SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SWILL 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-VVORK. CONTAINS MORE THAN W 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 EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61N EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, BOUND 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #Z IS COMPLETE. IT IS THE DONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEOUENCES 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 TIE4)OWNS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED INACCORDANCE WTH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENGS" BY THE f•FPA. TRUSS DESIGNS SHALL BE SIGNED AND NI REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, 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 OF 0,036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A815 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL FABRICATION HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FORD TRUSS CONSTRUCTION:, AND TCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf SUBJECT TO ENGINEER'S REVIEW. RECOMMENDATIONS IONS FOR ETAL CONNECTED COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -roncon.ToTt TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' #7 BAR - 47' WOOD TRUSSES. 10 paf BTM CHORD al on—wreM PROVIDE 36'X 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ADDITIONAL DEAD LOADS OFOR THE ROOF TRUSS MANUFACTURER W ILL PROVIDE ANDCALCULATIONS LOCATIONS LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD 15 paf TOP CHORD 20 psf TOP CHORD (7 psf MV ASPHALT SHNGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Op9f BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 Pd WINO DEAD LOAD SPEED =1N MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY IU SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING IN OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS W LL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERW SE SPECIFIED IN WHITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTI FICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED PAX DESGNS WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MO( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SFAU. NOT EXCEED Y N-PRIOR TO THE ADDITION OF PLASTICIZED CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINK- POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MNUTES. THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSE` TO EARTH (FOUNDATIONS) a FOR CONCRETE EXPOSED TO EARTH MdORMATHEt 1-1/2' FOR 05 AND SMALLER 2' FOR AND LARGER C. FOR CONCRETE NOT EXPOSE` TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 14/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDNG TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROIX34OUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ONTHESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP CRAVINGS OF EACH IND VIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASIDE 51TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE NA -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM CIAO, GRADE frn - 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNNG BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SWILL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8' TO 10'. USE ONLY MECFl4NCAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTAL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL• THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPEOFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SWILL BE ASTM ASS, Fy - 38 1" FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A400, GRADE B, Fy = 48 ka. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SWILL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THENUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR B CK FASTENERS FASTENER A 1_011 A. TYPE 9PAgNO RE—. APPLIG110N 912E TYPE IBPAgN3 REMARPS 1—TRIRSNGTO MASINNRYICONC. CASE HARDE cm NALI -LONG. 9'QC OMK3EDOOR ACI( TO MA�NRYIWNC BEE DE— BEE DETAIL BEE DETNL BEE DETAIL SOD, K. EXT DOORS CASEFMRDENEDC 9"OTC WINDOWIDOORI FASTENED GARAGEDOOR BUCK 1x PT, SEE—N­11?LONG. BTAGOERm IMOAMSONRYIWNC TOMASONR__ SEE DE- SEE DETNL BEE DETAIL SEE DETAIL WINDDW 6Udf GBEfwiD@lED COL 8"OC WNOOWIDOOR/FASTENED METAL BTRMTO CONTACT THIS ENGINEER FOR SPACING tx PT, SEENDlEB NNL 11?LOIq. BigOOHi® INTO MABONRriOONC. MA30NRYICONC REQUIREMENTS EXT. SWING COCA BULK 2v PT, 8EE—A I2)3n S'DA NO WASHER 'TAPOLN FA9TPHt ig, 11?EM9F0, 8'@A. DIST..'EMSEDOECIBT NON 140W000 WALL TO CONIC. 9IAB 11 EXPAN90N 2X.� x'EMBED. x"6VD WI WABHEA BOLT DUST., 3'EDGE33f 2v Pi WNOOW AId 0.13B°MFv21,5' 9'OC 4' END GIST. 11? PTTO STEEL NL.,BEE STAGGERED EDGE DIST OlEB 141� 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE 300118, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA S ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPOONS OR PAF TO THE SUBSTRATE. y 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 2 ry 16 76 H R sulwiv. a. LOTS SILVERADO LOT #58 BLK. #6 IrmoamTfp 04 2-580 1 i[OD�Is 4EBB "1828—CALF" GARAGS DIVENM RIGHT PA IM DETAILS %150 MPH EXP. B DAM 3/08/19 OCALft 1/4"=1P-0" almom S NZ 2, .3�y �