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Home My WebLink About6809 Ezra Loft Pl99 1751-4ENB 0 N--EUVILLE 99 • JO�� ,so"-Go �� • �.ti� �.��C N�v1�s OppE ��E�E ®� �P 6�,0 **00 H 0 E S �� a � ��I 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 *STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FLO RESIDENTIAL EDITION ABV. ABOVE MFR. MANUFACTURER AIRCONDITIONINGMIN. MINIMUM DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION VE 6TH • FLORIDA FIRE PREVENTION CODE 8TH EDITION •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION AA/CD ADJ. AM AMP. ADJUSTABLE ALTERNATE AMPERAGE HRFSf O1D M.T. MOUNTED MID. METAL MIL. METAL DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 813 740-9715 FAX: ( ) *ALL LOCAL AND STATE CODES *OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB �T y�pp� ��p •MIN. INTERIOR 11NISH - CLASS B *BASIC WIND SPEED — Vint=150 MPH Vasd=115 MPH -EXPOSURE — B •1—STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES BD. CL CAB. CLG. cu. CONC. CPT. DCT. . DBL D.G. DIA. DIM. DISP. OF. DR D.S. DTL. EEk BOARD CENTER LIRE CABINET GELLING CLEAR CONCRETE CARPET DRYER CERAMIC TILE DRYER DOUBLE DUAL DI AZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL EACHHWASHFJ N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.H. PUSHBUTTON P. PHONE PLT. PLATE PLYWD. PLYWOOD PR PAR P.7. PRESSURE TREAT® R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING s.c. SOUDCOREEXTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SILT. TTTFIG SHEET ienTHING PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al _FLOOR PLAN ((yy�'� c-E vATtoi�'T "c" � �-j�j�"C'TRICAL PLAN PG PI -PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WAL.L ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: '�' C ' S LKIM TI6I so. FT. &ARAGE 426 60 FT. SMELEV ,C, 16 So' PTO ROLAND A. ABOUCHACRA AR No. 93723 ELEV. ELEVATION SHWR. SHOWER ILAR EEYE EXHAAUST S4I SLIID NG EXIT. EXTERIOR SL. GL SLIDINGGLA9S F.OIFX. FIXED GLASS STD. STANDARD F.O. FUEL GAS STD. SHEAR WALL A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. TOTAL ELEV.'C' 2W W FT. BXb PATIO w EG. FT. FIN. FLR. FLUOR FR.DR. FINISH FLooR FLUORESCENT FRENCH DOOR SECTION TEMP. TEMPEREDGLASS THK. THICK T.G.C. TOP OF CURB LONGWOOD, FLORIDA 32750 FTG. GA. FOOTING GAUGE T.O.P. TOP OF PLATE TTOPOFSLAB Tel: (407) 774-6078 GAR. DISP. G.F.I. GARBAGE DISPOSAL GROUND TYRYP. UNLESS U.N.O. UNLESS NOT® Fax: (407) 774-4078 GL, GYP. BD. -FAULT NTER CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE VAPOR PROOF W. WASHER W. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN H.B. HOSE BB W; WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW B BUILDER HDR, HOT. OR FIT INSUL INT. LAV UM. M.C. HEADER HEIGHT INSULATION INTERIOR LAVATORY U MINGUS MEDICINECABINET WDW. WINDOW Wat WATER HEATER W.I. WROUGHT IRON PG SLIA—DETAILS PG S1.2-DOWEL PLAN S2-LdFDETAILS PG S-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR THE TH INTERPRETATION OF E CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING BARE UNCLEAR FURTHER AND IN NEED OF FUR DET NG 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. PG S3—FRAMING PLAN PG S3.IA-DETAILS PG S3.113-DETAILS PG SN1-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. Al D8811GN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF L CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774.4078 www.abdealgngroup.com L AA #: 0003325 BIIIIII ,anon, SILVERADO LOT #52 BLK #6 PRO"WTWIF 04128.002-52061 MODZU 4ENB "1751- NEUVILLE" GAR-40 s sWDM' LEFT PACE: COVER SHEET 50 MPH EXP. F01/18/19: 1/4"=1'—O" C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCEWITH THE FLORIDA BUILDING CODE RESIDENTIAL(FBCR) BM EDITION, (2D17) .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 SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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. 8. 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 UNTILPERMANENT 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 APPROVALFROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, USTED 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 ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I U INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13R INCHES THICK, OR 20-MINUTE FIRE•RATED DOORS, 3. AS PER SECTION R30Z&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.25 GAGE (0.48WA SHEET STEEL I'm 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 R3026 & TABLE R302.8: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 81TE 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, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY 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'-O' 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' TWER 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 V40MASSOCIATION: 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 SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MNIMUMAREA SHALL BE8FT .SQ. PLUY1MI 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %"AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3DD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALLWAFIIti06 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 EXTEP" FIMM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-C1063-11A AND R703.7. FIRE RE818TANT CONSTRLCTIOII UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB 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 BUILDERS / 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. CONTROL DATE: 10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abda 4pWoup.00m L AA #: 0003325 f 1 1111111 0111111 9111111 BtMDIV. & LC11`. SILVERADO LOT #52 BLK #6 Irmoil=# 41 2- 206 MODRU 4ENB "1751-NEUVILLE" GAICAGE 8TfW0: LEFT PAGE: GENERAL NOTES 50 MPH EXP. Dw01/18.119 SCALE: 1/4"=1'-O" 8323 T GN 39'-8' ' 1 °Login °IMMMMMMMMMImilli MMMMMM° °IMMMMMIIiMMM1IMF° AIMI° °NMI° o ° - = r - - - u - / MAUCH - LI � of - n m - 1 - - - M. ! oMMf° °IMM"O OIMMMMMMMMMM'SI °'MMMMMIOMMII° FLOOR PLAN SCALE, / • 1-0 EXTERIOR MASONRY WALL BRA. HEIGHTS 8'-8' BIL's. SQ.FT. CALL. S LIVING 1151 6a PT. GARAGE 426 Sa FT. ENTRY ELEV. 'G' 16 Sa FT. TOTAL ELEV 'C' 2113 Sa PT. 8X18 PATIO SO Sa FT. ODWOMANDWMMUDLAADS MMCWMD EIFOMI FORINDOMOMR 811E in HUD" BBWq MIN. WINDOW ,V 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SAD. MIN. 41 5 23/-29 CRITERIA 16" OUdD. 112 5 20M-22.T BASIC WIND SPEED MPH = 150 (Volt) D=RNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=D, EXIi MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION B301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL RIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONINLDAIEIYMIM ESL. TOP PLATE 9 A BAR "DETAIL ARCH DTL. B SGALE. IQ - 1'-0' NOTE, -2-8 LOUV. DOOR UP 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 OPENMGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-GORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.com L AA 8: 0003325 anon; IP uaa:v ec IAT: SILVERADO LOT #52 nonwTA1 04 02-52061 MODRU ' 4ENB ' 1751-NEUVILLE' GA1tA0a OWING: LEFT PACE: FLOOR PLAN 50 MPH EXP. ABOUCHACRA 0 M0748 DA� 01/18/19 NCAI.E: 1/4"=1'-O" skims: r Al l/ _ a 1' —1 FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FDCR R103.4 FYPON LV*X24 OR EQUIVALENT SHINGLE ROOF DECORATIVE I I 4TYP. SHUTTER I I I I ------- I 1 �mq m FIN. FLR m m FIN. FLR. OPF RIDGE VENT OPF RIDGE VENT IiA W AI I IC a Ziq{ 5d FI. NET FREEVENTRATION AREA REORRFD " 1/3DD WX"REDVEPMLATION AREA 2m/3w = 731 ENDIATIONAREA R SQ INCHES PER FF.(1M) ID5264 SQ. IN. ON. REAMED VENTI IATION a 5% X5160 IN UPPERPORIION OFATTIC 52632 so, IN, PoDQEVENIRATI0NAREA = 125 SO, IN. PER VENT 5202 /T35 ALOOF VELAR REQtRmo u u762 ALOOF VENTS PROVIDED a 5 •A1EA OF ATTIC IS THE PERINITER OF THE HOUSE, LESSTHECOVERHANG OF WALL TO&MOROF WALL NOQVWMMkMNWWL__ OFf RIDGE VENT 101 LEI REAR ELEVATION SCALE, 1/ . I'-0' TEXTURED FINI S'-S' BRG. FKaT. —- - S'-S' BI2G. HG1 FF7 71 a v N L0'-0'FIN. FLRi, N-------------- --------------------- 0'-0' FIN. FLR OPP RIDGE VENT LEFT ELEVATION SCALE. 114 . '-0 TEXTURED FNISW OFF RIDGE VENT 5'-W 5R3. HGT. 8'-8' BIB. NGT. I I ■ I I I I I TT'r• y I I I I I I 1 I 0 0 Fes- ------------- N- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - -------o0'-O' FIN. FLR 1 1 �- RIGHT ELEVATION SCALE, I/4 . I'-0' TEXTURED FINISH j+'RAISED �ll 14 BAND 2I AI RAISED RAND II� I\♦ LOUVER DETAIL A SCALE, 1/2 " P-0' 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003325 b a atnmly ae LOTS SILVERADO LOT #52 BLK #6 P2ROJECT# 04128.002-52061 moDZL' 4ENB "1751—NEUVILLE" OARAOZ SWWO: LEFT PAGE: FRONT,REAR LEFT, RIGHT ELEVATION "C" 50 MPH EXP. N A ABOUCHACRA AR NO 987= w�DOCAIX: 1O/l4/CSlIKENT2! ELECTRICAL LEGEND OYM. DESCRIPTION _& TANDARD OUTC44 �" -WAY SWITCH -WAY BWTC14 IMMER &WITCH HE BUTTON IgCONRCT t AT CEPTACLE (12gv/20-AMP LE) X RECEPTACLE � X RECEPTACLE (EQUIPPED ND FAULT RRAMPER RESISTANT TYPE) f01WEITO EX OUTLET (HACK OF OUTLET SUATCH) XTERKM WATERPROOF/GPI CEPTACLE (GROU.D FAULT TERUP'TER) QUADPLEX RECE"ACLE ® DUPLEX RECEPTACLE (FLOOR TED) 20V RECEPTACLE (4 WRE CTOIKI I-Q L MOUNTED L04T ILNG MOUNTED LIGHT LW.WT COD LIGIFR L SCONCE PRE -WIRE T PAN WTN LWT (I O►N PER MS FTJ am BULB LIGHT FIXTURE Sam BULB LnWT FO(TURE !�9 BULB LIGHT FIXTURE ' TRACK LkW4TNG TTIC LOW UNT14 PULL CHAIN { ER CABINET LIfiF1T ® k4' FLUORESCENT LOW (RECESSED) m k4' FLUORESCENT LnI4T (SURFACE 1 'z4' FLUORESCENT LIGHT (RECESSED) • 0' CEgB LIGHT LESS LOW (VAPOR PROOF) EILING MOWT!!D LIGHT WITH J-BOX OPT. FAN L P IFF TION) IM Em FF IIRX tQ -BOX !WALL Mt7WTED) ® -BOX lCE ILNG MOUNTED) ILNG MOUNTED PAN 0 T PAN !I CRRI PER ea FT,) N JACK O DETECTOR (CEILING MOUNTED) MONOXIDE DETOCTOR L'Eg UT FOR GARAGE Ii-My JACK $ PORT Name, LOCATION OF TV JACK& a PHONE OUTLETS 4 FAUNS TONE VERIFIED • HOMEOU2•ER PRE -CONSTRUCTION MEETING. • ALL B a 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISH HOMER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MN CAPACITY OF Bo T., INTERMITTENT PER TABLE ModrA OF FHCR S•TN EDITION • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND PAULT GRCUIT-NTNWPPTER PROTECTION FOR PERSONNEL CN FEEDERS) • WRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE DODA(BX2) • ALL RECEPTACLE TO BE TARTER-RR&ISTANT TYPE • ALL LAI-" &HALL BE SELECTED By Na N. n•m AND T5% 17F LI5HiN6 FN)ST BE l!T•Y ffi •P•trIRNT 11'PE PER FEC. B.ERiY GGNSERLreilAu fRE&IDENTIAL ENERN7 EFFICIENCY) 2ntT wN, EDITION R404.1 PATIO JUIlDB PRE -WIRED r CLG FAN GREATROOM € I PRE -WIRED,`\ g p +✓' J II -2' S -6• CLG FAN [ �� I • _ --------------------- OUTLET DW __aF__ _a N RIlCt�Ii POR 1 1 I LyL,� ii . i L GFI GFI i L'----)L- D--) --------- - ii E I LAUNDRY I � WICI GFI L SUATC 4 IN HOOD W RE W/ CABINET OUTLET FOR FUTURE MICRO. RANGE c2PI O_ I PANTRY BDRM•#4 /MY I �y � LRL1Et�i '1 � I 81 1 EDRM.#2 CLG PAN qp• Q'9 t ' � r [ PRE -OARED O GFI • ( CLG PAN 42'AFF. PD. POR \S.D. -----� GARAGE ( Q I I DOOR B L----- OLLARD I PER BLDG.AS IREa WALL. i IFOYERI BA1Yi#2 CODE LIGHT UkWTCH IN / ATTIC II WP GARAGE � GPI METER FIELD KEYLESS Q VERIFY L FIXTURE _ L_ BDRM.#3 LOC. IRRIGATION t OUTLET • OHD�GLG. i` '2 46' A.F.F. OUTLET r I I PD. POPE cx CHIMES GPI / ENTRY PRE -WIRED II GLG FAN ------------------ I r OPT. CAACN•�-- ,��• ELECTRICAL PLAN SCALE. 1/4' . I'-O• PASEL:A PANEL 42 ct wa•ar VOLTAGE: 120124C V-iPN MAIN: I50Amp M.L.O. FEEDER 1N200+9ThM181-Na at40)In 2 C. CR 2.N40 AL TtaAN a t-4• D. (0) In T C. :wa fal. 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CN•R WaF-P•dA 70I 1761 Im &ae TAelrrsN &W PROVIDE 54/0 CU. THW • 1% CU N 2• CONDUIT OR S %0 AL T1NW . 1% CU N 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SORIT • OVEIeUNGJ 150 AMP ELECTRICAL RISER NOT TO SC.AL6 COMBINATION SERVICE BO Al DISCONNECT SWTCW AND W440 VOLT O.ENBlAL NOTES, M ELECTRIC METER N I IE ELECTRICAL ELECTRIMATERIALS AND NSTALLATIONS SHALL NEMA 31111 ENCLOSURE MLO COMPLY WTN ELECTRICAL PROVISIONS OF THE FWM dAN RANIEL EDITION [] ON). LOCAL CODES. AND ALL LOCAL FOAR OONPANY REMIREQNT& BOA/)P I Moe IL ALL CONDUCTORS SHALL BE TM THHWTNW UNLESS NOTED OTHERINSE. GRADE PROVIDE BO AMP, 12M40 VOLT, I PHASE SECONDARV ELECTRICAL SERVICE. PROVIDE 7 M COFFER (CW IN 1-U2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE S 2/0 ALIAMMM (AL) N 2" DIA SCHEDULE S0 PVC CONDUIT UNLEN SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTN THE ELECTRIC CO o-AIY PRIOR TO BD. TELEP142M SERVICE - OARL! TELEVISION EAUSM•IBNTENTwA1NCEI y NTBRSYSTBI BOWING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 V CU SERVICE GROUND CONNECTED TO CONCRETE INCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FWJR &tW EDITION [2DTi) 5/0" DW X • FT LOW CAMPER CLAD diMMM ROD 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesiglgroup.com AA M: 0003325 BIIIIII anm� DUDDIV. as LOT. SILVERADO LOT #52 BLK #6 1pmo mCTN 04 .00 -52061 KODZU 4ENB "1751-NEUVILLE" OAIEAOm OWUM: LEFT PAOm: ELECTRICAL PLAN 50 MPH EXP. Ia Ol/18/19 SCAM- 1/4"=1'-0" IlmmT E1 1 VY• WASHER 12 ' l 1/2. 2 I LAV. �' 3. 3• ILAV. B�IUlR KITCHEN sINK W/ 2• V.TilLk AUTO VENT �I 2. 1 1 r .61 11a•-�,.r I 1 1121�2•_ j �I 1/7 LAV " : TUC1 PLUMBING RISER PLUMBING PLAN BGALE: V4 . V-V TO MAIN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407.774.4078 www.abdeskgngroup.com L AA M: 0003325 , Go O Flutn"M ae Lom SILVERADO LOT #52 BLK #6 PRO"=T� 42.0-501 MODZIA 4ENB "1751-NEUVILLE" *A %AOS 8an4Ck LEFT PADS: PLUMBING PLAN 50 MPH EXP. DATM 01/18- acAUL- 1/4"=1•-O" mHzZT P1 HVAC NOTES L ALL MECHANICAL EOUIPI'ENT ,'HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAB 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 NTAK96 SHALL NOT BE LOCATED CLOSER THAN 0 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, @HALL 6E CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.I T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING PIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH PBC 6TH EDITION (20n) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/8MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. NO. GRILLES AND DIFFUSERS 6HALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBP 110 DRYER BOOSTER CAPACITY 60 LMAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO NAVE PROPER PANS UU DRAINS ATTIC " — 1010 EXTERIOR WALL PLENUM T y AIR RETURN RUCTION AND LIQUID AIR SUPPLY --'i[P—y REFRIGERANT LINES AIR HANDLER --- EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LNE6 TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLCa CODE 3011A HVAC DRAINSEGTION SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //--WADE 0240-K J08AM 56000 INSIDE SERIES NICKEL 9RA66 TOP CAULK P.V.0 OPTI/BPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO GONG. CONDENSER W/ (2)-3/16'X2' TAPCON6 UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SEAS SECURE STRAP TO UNIT W/ (2) 4lXI 114' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' PIA. OVER HEAD • 12' FROM STRUCTURE COUN CO.I Li C EECO. PLUG ---SEE 8F'EC, FIN. GRADE OR PAVING I'-e'XW CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NTS 1 FLOOR SEA$ CLEAN -OUT TYP. ZEXT. GROUND CLEAN -OUT (TYP.) N MECHANICAL PLAN SCALE, 1/4 - I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 4074748078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 strimmv. ae LOT. SILVERADO LOT ##52 BLK ##6 rRojaCTI/ 0412.002-5 61 MDDZ : 4ENB "1751-NEUVILLE" 0A>RAOR BWD90. LEFT PAGZ: MECHANICAL PLAN 50 MPH EXP, DA U 9 acALZ: 1/4"=1'-0" sx�a' 64 M1 PER FF 2X4 TOP PLATE PRE -FADS Tftj" V2' GLG. BOARD 1/2' DRYWALL ,_ Tv r 2X4 UCOD STUDS 024' O.G. SLAB FIR FILM NU 1 G: 01 Uv0 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.G. (a:)TYP. INT. WALL (NON-BRG.) Dl SCALE: FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON I}' O.G.B. SHEATHUJG oft ;'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 S/S' GYPSUM EI OR 1/2, HIGH STRENGTH CLG. BOARD ENERGY CODE PORNIS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 INSULATION UANDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' Or- S' CMU 1/2' GYP. WL. DO. - WOOD BASE — 0'-0' FN. FLR_ _ ea. . tl. n WL WINDOW OPENING v S' DIA SLEEVE. DO NOT CUT SOLD SEMI CU NOT T OL SID UAM= TFE MOND w el). % SENT (2) GOJRSE RESNlS PIPE THROUGH BOND BEAM GALE. 3/4'.1'•C FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, NSTALLED PER SECTION RWS.1.1 ON J' OAJ5. SHEATHING OR k 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 J 0'-0' FIN. FLR a. . B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 5 1-STORY HIP BLOCK WALL 2)OLA-YERIUNDERLAYMENT SYSTEM SCALE, 3/4'•I'-0' 18 REQUIRED. FOR ROOF SLOPES Wl OF 4:12 OR GRATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486% TYPE IV, OR ASTM D 6-151 on GAG LK 2B GAS LINE THRU BLACK v ••wGr FIBERGLASS SHNGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION REI08.1.1 ON J' Obs. SHEATHNG OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-EWA GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 401, FRODIICT n.Wv. ciao. '�-OVEWEAD DOOR ATRDVN. IS& L T1GSOK By mm" s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' 2x BLOCKING BETUREN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON I' 0.6.8. STIFFBACK AT ALL UPRIGHTS SHEATHING OR;' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER rb�ETFIUCTURAL FASTENER SCHEDULE PRE -ENGUD. TRUSS MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RN SECURED PERSTRUCTURAL DETAILS / TED SOFFIT SEE ENERGY CODE FOR'1S FORD-, GABLE TRJ88 INSULATION R-VALUESPER ELEVATION P SCREED If 8/8'GYPSUM BOARD OR IA' .T. SECURED PER HIGH STRENGTH CLG. BOARD DETAILS a o' cm L-1 n W/ WINDOW OPENING ti R-4.1 INSULATION in PLAS R APPLILIED COAT UANOOW ATTACHMENT AS PER CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIEDDIRECTLY TO MASONRY ,REFERENCEIK STRUCTURAL R+ / R •Ix2 P.T. FURRING., ff : w STRIPS • 24' O.C.E3 V2' GYP. ILL. BD. cm BASE V'-0' FIN. FLR BO NO OTYP WALL SECTION PENING 6 1-STORY GABLE BLOCK WALL 1 SCALE. 3/4'0.0' aXMDIV. S. LOTS SILVERADO LOT #52 BLK #6 PIROJECT# 04128.002-52061 MOD2QL: 4ENB "1751—NEUVILLE" OARAOZ DWnM. LEFT PAOr. DETAILS 50 MPH EXP. JANI1 ROLAND A ARCtIO ACRA AR NO W723 , pp.MT DATM 01/18/19 BCA=: 1/4"=1'-O" 0121111 ' D1 A -MOLTS W EMSEDI'I W MK r EVENLY FROM ROOK TO LJ��■�GI7�-- 0i-�C ® N-1. 2.4 ON-j FLAT TO SLK 61DlA V CUT NAILS. 2T0 GARAM DOOR SUCK KV [S) ® )fW- A -I TS 4- SMDEDMWT MN. W/ 2w' W GWElt AND NUT SPACED EVDILY 19WM FLOOR TO 6ARAGE DOOR NOR. IN JONTS PRIOR TO FILLING, I.2X8 PT BLOCK • CENTER OF DOOR HRAO" UwI)A'XS' J-SOLTS ® 4' S'lEDMB4T YV 2'XJ7d�' LL148blR AND NIT. ®�tANC CM 8"X M IN A=MAWCE to® r MAN4'ACTWIM 4) WOTALLATWH e4/TP=TIONB e4P-IWI BUCK NBTRlCTKTNS ARE MOIL STRNGB4T GARAGE OR BUCK ATTACHMENT ,D-V sc."W.P-r B' CMAJ 1S' DRYW4ILL i•X4' OR VXY P.T. NAILER ❑ bt4 P.T. OR 41(i'X4' MIL SECURE TI-M FRAME 4 EXTEND 1-Y4' INTO BLOCK WW %. TAPCCNB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144' WITHIN W OF EACH END 4 i6' 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 )4') DOOR JAYS TO BLACK +3/4 OR +5/4 + 4 w B +S A SCALE, N.T.S. 2k4,m SECURE TO BLOCK W/ V., TAPCONS OR MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIL EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,m TACAM TO BLOCK wa-%, TAPCONS(MK SWANK SIZE 145 MIN. HEAD SIZE -400 MIN, EMBEDMENT I Yi ) WITHIN VOF EACH END 4 6' CMU 18' O.G. MAX SPACING. )J' DRYWALL 2X&m VX4. OR 17Q' P.T. NAILER SSEE�STO BLOCK W!l.w CASING MIN. 614ANK SIZE .145 4 MIL HEAD SIZE "0 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 1& OZ. MAX SPACING. 2X4a SECURE TO BLOCK W/ �1is' TAPCONB (MIN. 6HANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN e' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX $PACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECAM TO BLOCK WA-74. NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE J00 , CMU MIN. EMBEDMENT 149 • DRYWALL WITHIN 8' OF EACH END 4 0' Or- MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2x8•.® SECURE TO BLOCK UY2-fib' 74' OJ3a. x 4' MIN TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I ,e) ATTACH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. 0' Or MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Al) DOOR JAMB TO BLACK +1-1 16" C SCALE, N.T.B. 2X4,m SECURE TO BLOCK W/ 11(6' TAPC4NS (MIN. SHANK SIZE 146 MIN. HEAD SIZE .300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m 6ECURED THROUGH 6ECURE TO BLOCK W/J-%' NON-STRUCTURAL TAPCONS TAPC0N MIN. I A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD 61ZE SW MIN. EMBEDMENT I Y4) 8. GMU WITHIN W OF EACH END 4 �' DRYWALL 18' Or -MAX $PAGING. I'X4' OR 17Q' P.T. NAILER 2X6® SECURE TO BLOCK WA-I)(s' OCR CASING TAPCONS [DOOR (MIN. SHANK SIZE .145 MIL HEAD SIZE 300 JAMS OR WINDOW MIN. EMBEDMENT I &) —ATTACH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. IS. OJC,MAX 8PAGMG NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-1 E" DOOR JAMB TO BLACK +2 4' �1►DI t TO BLOCK +1-1/L- w TO HIOCK +2 1/4" CE�1 , 2X4m SECURE TO BLOCK W/ iL4' TAPCONS (MIN. SHAW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X 18' MAX SPACING. MUST BE ON OUTSIDE 4 2Xim cm SECURED THROUGH SECURENON-STRUCTURAL V-' BLOCK - •TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" ' CMU MIN EMBEDMENT 1149 DRYWALL WITHIN W OF EACH END 4 18' OL. MAX SPACING. 'X4' OR I'X2' P.T. NAILER ❑ 2XSm SECURE TO BLOCK W/2-%* TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 44 ATTACH TO 2X PER 18' O.G. MAX SPACING, MANFACTURES DETAIL& r4nti am.Y stt4op to a,4s4ws too wtMif jw DOOR JAMB TO BLACK +3' E lamy TO BLOCK +3" SCALE, KTA. 2X4m SECURE TO BLOCK W/• TAPCO46 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)4 ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPCONS(MIN. SHANK SIZE TAPCCN MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 4 8. cm DRYWALL IB' O.C. MAX SPACING. 2X6,® PX4' OR VX2' P.T. NAILER ❑ SECURE TO BLOCK W/J-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK 61ZE STRUCTURAL MEMBER 145 W/(2fl2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN, EMBEDMENT 149 "--DOOR CASING WITHIN 6' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" FTO BLOCK +3" 2X4m SECURE TO BLOCK Wd4 TAPCON6(MK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST 15E ON OUTSIDE 4 I6' O.C. MAX SPACING. SECURED THROUGH 2X640 NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 "DRYWALL WITHIN 8' OF EACH END 4 18' O:C. MAX SPACING. 'X4' OR I'X2" P.T. NAILER 2X8cw ❑ SECURE TO BLOCK WA-V4' Y*' O.S.D. X 4- MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O,G. MAX SPACING. MANUFACTURES DETAILS. MM. oN Ae W® To AYl MM mo MY WCOM NO DOOR JAMB TO BLACK +3-7/3e" G w B +3-7 Ie" ALE, N TS. 2X4,m SECURE TO BLOCK W*4' TAPCONS (MIN. 614ANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' oc. MAX SPACING. MUST BE ON OUTSIDE 4 2x6,m SECURED THROUGH SECURE TO BLOCK W-1/4' NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. 1 Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE --" MIN. EMBEDMENT 1 Y4) 8' CMU WITHIN 8' OF EACH END 4 Yj' DRYWALL le' O,C. MAX SPACING. D VX4' OR PX2' P.T. NAILER 2X8m SECURE TO BLOCK WA-V4' ' P.T. X 4' MIN. TAPCONS OOIt CASING (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IB' OC MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)V) DOOR JAMB TO BLACK +3 3/4" H ` w LAC +3 4" �l N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA 4': 0003325 , anon, aunDliv. & K,oal SILVERADO LOT #52 BLK #6 P111oJImcT1Y 04128.002-52061 MODZIA 4ENB "1751- NEUVILLE" GALRAKia NWIN4s: LEFT PACE: DETAILS 50 MPH EXP. D � 01/18/19 acAza: 1/4"=l'-0" altzzT D2 PRODUCT APPROVAL LISTING - - - - 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 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 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 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED 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 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2029 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/Z020 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 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IXO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS 5 A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 s'u,m . ae LOT: SILVERADO LOT #52 BLK #6 Pltc)j=TM 04128.002-52061 moaau 4ENB "1751-NEUVILLE" oARA0a BWDM: LEFT PAda: PRODUCT APPROVAL LISTING 50 MPH EXP. 50 aJ 9 A c- AR NO SOM DA Z: 01/18/19 acALa: 1/4"=1'-0" D3 PlEPORMSO C414TRM JOINT PLANS! OF CONTROL JOINTS Td DE WRED TIED TO LATM • S' OC. MAX (VERTA NOTE, DO NOT PASTEN CONTROL JOINT TO SIALL EVEN IF NLO OCIST6 BEYOND EXCEPT STAPLES WV MAY TEMP. DURNS INSTALLATION —� FASTENERS TO BE SPACED • 1' OC. MAX VERTICALLY J' TMICIr, 6 COAT CIV IENT PLANER UM LATER R. PORIPEER EWLDNO PAPER APPROVED META. LATH FASTENED .1' (VEM.J OL. MAX AT MtPORT6 WIB LAYER % BTU= ~ VOW SFBATNM LATH SMALL M GONTNItt" TFRPWt GGN JOINTS off STOPPED TIED AT EACH PER A67H C1066 PROVIDE 2X4 BLOCICINS T10.L4 PLACED FLAT MAX. 6' TO V FROM C0NTPWL JOINT WEN CONTROL JOINT FALLS ON 1. FASTIMERS POR LAT14 TO BE NAILS OR 6TWCIURA. STUD STAPLES IN CCMM - CE WV ASTM CI"3 2. WINE TIES TO M (NO. IS) OAD416' WIRE 1. BLOOKNG SNOW MAY M N ADD( TO WALL 61ROS RE4AIRED PER PLAN / O"M" TYPE CONTROL JOINT OLPDLD WAW •PT.A ®FOLD OL FOLD .YIYO e PT. A : CRLRAM . i OIE.etW . R. C • o) p n �t'i r/�tYiT OLFOLD WAD. Pr..A t.eRtw.n.r F � O ® LFOLD WAD.R.A >. elsw . PT. • a CRUAN • M. C A (OLD PT. C W6R R. �� N.MiISiQIDi6 r vI,* 0 .DnDM ^uWO� r.TMTONT Tit=L APPROVED BWLDNS WRAP SMALL BE LAPPED A MNE414 OF 6' . VERTICAL LAM !ROLL 1100814 6' 6 HORIZONTAL LAPS. ALL SEAMS NEED TO BIN TAPED LATH VIRTRCAL LAP TO BE P WTH POWIBER SMATWM TAPE / I' MN LAP • 1 LnN \ IT METAL LA - LATER -L STUCCO WRAP WtB LATER •2, PDWPBER / \ \ W(QR PAPER / I r nN LAT. LAIN, �'O.LI! ALL LAP (-,3\FAFER LAP SCALEr I V)'•I'-O' ® KICKOUT DETAIL wm LAYER 4, 61UCC0 ~an" 0)LT) LAP""" O OMPoto~ ONM NAitr FLMNW, N'OP 0 «N ASw a' I « t" OR cm WxNRae WM WUAL FLA6S4 VJ , FLLWNan (d • Y \ of NR LMd K =0 +� AT 05 Q rDOP e NT.ellc7l 6 DA ~ tumt too NAL (SWND OR QQMWQ. ham 61DO LAPS OP METAL PLASTER BASINS SMALL BE SECURED TO PRAFTNS rL. m m TMET 6NALL BE TIED MUM *A-P4M T'6 WTH 0E410-K (171-MN WAIN! AT NTERVAL& NOT MOTE THAN Y (229-PINE AS PER ASTM C166S TAU PORPORR REPAIR OF TEARS N W16 LAYERS TEARS MAY BIN PATIOVIDD WYMOUSIN WIItAP TAPE PER MANE. SPEC, OR PEEL 1 STICK WOOD STIt 6MEATHMS STUCCO CRC 3 COAT CEMENT TER L LAW LATER 4. FORTIRBER )INS PAPER g1MD SFEATNINS • Laru • PaFcw WOOD SHEATHING OR CMU WRES LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRES 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AND OVERLAP ONE am OF / SELF-ADWERN6 rWORAP! —/ R.mMRY. CUT AND OVERLAP ONE GIVE OF STEP 01 AWaBlN6 MEMBRANE STEP 02 PLAS IL11M LAYER al, Sri= WRAP W LAYER 7, POR(NBINR BUS.DN6 PAPER METAL LATH 656' SELF-ADWRIWO tIVIDISAN! FLA6FINS OVER 1SL4' SEV-ADNINRNS MEMBRANE INSTALL FA VENERS (CLIM, PLASMNS OVER APPROVED STRAPS, STAPLES) AS 4IOWSE UK REMAINED TO SECIRE R.ASMsm, TO SxtPaID ONTO PIPE PIPE/ um TO PRAMNS I PLASHING TO EXTEND ONTO PIPE W COW. BEAD OP SEALANT INSTALL APPROVED NOIEEWAEAP AR 6PILTRATION BARRIER OVER SNINATMN3 ELAW"RIC GOATNS OVER STUCCO/ G.V. F NISM (SEE TYP WALL OWTIM SECTION PER SECTON 7 W BAR4FM6Aro Exterior use of portl" oemem plaster shell comply with the appLPLon r.qulremenb of ASTM C 92612A InNallation of eMeriof Loft end Mmiq shall comDl wtth ASTM C 10GN2A LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER---•--- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-05, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.rhde Wkgroup.com AA N: 0003325 a sysDiv � L.oT: SILVERADO LOT #52 BLK #6 PRDJWT 04128.00 -52061 MODELA 4ENB "1751-NEUVILLE" GARAGE sVWG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. BAOaR ROD MIS LAYER 01, STUCCO WRAP INSTALL 6' SELF-ADW@RNG MEMBRANE FLASHING OVER TOP, SIDE(b) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. OFn rEN'E OF PLA6WING TO BE, L BOTTOM. 2. SIDES_ 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO ISE TOOLED 60 A6 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY 6EALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO & SIDES A* CAULKING • JOINT PER SECTION IM.7 Etde w krMW awnd Exterior use of portland cement plaster shell comply with the application requirements of ASTM C M12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A It WOODED VENT ilPLW6T 11G R3 COAT CEMENT METAL LATH M LAYER 02, FORTIFIBER BUILDING PAPER W1700 SWEATWING DRYER VENT (FRAME) WOOD SHEATHING Wit LAYER h, STUCCO LLIttAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — CONBTUCTION —METAL LATH 6 cru VMl'L CASING BEAD 6' RAISED BAND WFJs'P aCIBEED 'Ali . 6' WIDE 6TRP SELF ADHESIVE FLASWNG, CLEAN MASONRY BEFORE APPLYING Z FLA6HINfi OTCHE VENEER OVER 6CItATCW COAT HORIZONTAL WE P SCREED W/STONE VENEER (FRAME TO 13LOCa LEGEND DRAINAGE PLANE (WRB LAYER 6I, STUCCO WRAP) WRB LAYER 62 (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-841-09, MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHtWx UNIT PREMANLF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES 6B DRYER VENT VENT (BLOCK) BUILDING PAPER OVER YiBOK FLASH' — — — -I - � F- PIPE THROUGH / WALL 1 6' SELF ADHESIVE— PLASHOJG (INSTALL PER MANUF. SPEC6.) BUILDING PAPER — UNDER 'O.UICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WIRE LAYER 01, STUCCO WRAP WRB LAYER'2, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER 76' TO 76' MIDMILWALL12L1M L WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED NOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANI ENTERS BOX APPLY TO FA EDGE APPLY E-Z BEAI OVER 60 MIN faItADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRICTION s• a'Iu WOOD SHEATHING JARS LAYER 9, STUCCO WRAP Wft LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH TO WOOD 67RICTURAL It • 1' PC. MAX 6' WIDE 67RP SELF A:***" FLdOHNG, CLEAN MASONRY 16EPORE APPLYING FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 13• WR8 LAYER h, STUCCO WRAP CUT X' INTO SELF -ADHERING MEMBRANE FLASHING'`ti`' APPLY SELF-ADWERING P'RMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP #2 t7 WRB LAYER 81, STUCCO WRAP APPLY 60 MIN - GRADE •D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® MEMBRANE FLASFIING WRB LAYER 02, FORTIFISER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEF #6 OELECTRICAL RECEPTACLE w5ft 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaWngmup.com AA M: 0003325 MEN I 3 W 0 ISILVERADO LOT #52 BLK #6 NOJMCTO 04128.002-52061 MODZU 4ENB "1751-NEUVILLE" GARAGE SSWING: LEFT PACE: WALL ASSEMBLY DETAILS 50 MPH EXP. Pj ARCFfTECTr STATE OF FLORpA 12� DATE: 01/18/19 BCALIM 1/4'=1'-0" SHEET WA2 WOOD SHEATHING WRB LAYER WM, STUCCO RAP Wppp WRB LAYER n, FORTIFIBER CONSTRUCTION BUILDING PAPER ')Y WAY CHANNEL i' THICK, 3 COAT CEMENT IU/%' TYPE 'A' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED TO SEATWW. BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHEATHING . _ _ ... .. _ .. u�- _. ,n �, IIPaEP SCREED UPS LAYER M, STUCCO WRAP k THICK 3 COAT CEMENT PLASTERlgt&4LPulr--lW CUSTOM 6' SELF-ADWERENG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW. WRD LAYER •I, STUCCO WRAP WRB LAYER 7, PORTU I BUILDING PAPER S 6' SELF-ADHRElNG E WRB LAYER M, ." FLASHING WRAPPED R STUCCO WRAP �v • CORER OF CANTILEVER 1 '/ 4' POSITIVE DRAIN AMI['G A1166-IIAl1C-T✓tA \ %2 wzr AGN l�rOw Pwaw. e�Een - � —` NO [.AP N FIELD � (SNOW FOR CLARIFICATION OF SEPARATE ACCEGSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE, 1 L4'•P-O' NOTE: METAL LATH: LATH TO 5E PER SECTION R103,7.1 / A5TMl C-84l-0% MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 9/ I RESILIENT FIAT CHANNEL W(EXTURED 1 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/6' TYPE 'X' DRYWALL W/TEXTURED 1 PAINTED FMIBW THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION RESISTIVE M RESISTIVE MI THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2xt2 HEADER (SWClI N FOR CLARIFICATION OF SEPARATE ACCE"ORIEG ONLY) WOOD CONSTRiIGITON Re6lern/E M RE618TIVE 12 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/®EAM (SHOWN POR CLARIFICATION OF SEPARATE ACCESSORIEb ONLY) @DM��NSTALLATION EXT. WOOD SUB -FLOOR WEATHER 00616TIVE BARRIER M (LEATHER RESISTIVE BARRIER Mi THICK 3 COAT CEMENI PLASTER METAL LATH WOOD SHEATHMG— EXTERIOR GRADE DRY WALL THICK, 3 COAT CEM! PLASTER VNYL CORNIER READ -YINYLGANW, BEAD (SHOWJFOR SEPARATE Al 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WR5 LAYER 62 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — FINISH LAYER (2 LAYER PEEL 1 STkW—\ 6' PEEL 1 STICK • DRIP EDGE TO DECK WATER PROOFING bt LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 1 STICK • DRIP EDGE TO DECK-, I )S'XI %' P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR BACKS_ Is/ ROD 1 SEALANT FINISH LAYER (2 LAYER PEEL 1 STICK) 5/8' TYPE 'X' DRYWALL W/TEXTURED 1 PANTED FINISH J' THICK 3 COAT CEMENT PLASTER COLUMN SHEATHING WEATHER RE616TNE BAR`RIER M 3' X 3' 26 GA GALV. WEATHER RESISTIVE METAL DRIP EDGE BARRIER 7 SET IN FULL 1 ED OF __ SEALANT,JV MIN. SPACE FROM DRIP \Q 1rS.A.P. PEEL 1 STICK FACE TO TREX I Ya'xV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )J' X 3. 26 GA CeALV. X' GAP POR BACKER METAL DRIP EDGE ROD 1 SEALANT )4*GAP FOR BACKER SET IN FULL 1 ED OF ROD 1 SEALANT SEALANT.Jj' MN. VINYL CAGING BEAD : i SPACE FROM DRIP WEATHER RESISTIVE VINYL CAGNG MAD FACE TO TREX WEATHER RESISTIVE BARRIER M s BARRIER M WEATHER RESISTIVE ' WEATHER RESISTIVE WATER PROOFING let 2 BARRIER 02 BARRIER 4 LAYER l2 LAYER PEEL EXTERIOR COLUMN 1 STIC COLUMN SWEATWMG DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JF MIN. SPACE FROM DRIP FACE TO TREX yNYL PAS_ _ AEA- WATER PROOFING lot LAYER (2 LAYER PEEL 1 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (LEATHER P ES16TIVE BARRIER M (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING ® I' O.C. MAX. WRB LAYER M, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFISER BUILDING PAPER 14A CORNER BEAD ® FRAME �2v2" �� CORNER BEAD (FASTENER 4 SPACING A 1' O.C.) CMU V THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK WOOD SHEATHING WRB LAYER M, STUCCO WRAP 1 STICK 6 GAF. \PCEL i J6k3. 'L' FLASHING am FLOOR FULLY EMBEDDED M ROOF CEMENT I Jf' X 3' 26 GA GALV. METAL DRIP EDGE bI I )§W )Y P.T. OR M$.ATED GET N FULL BED OF WOOD ITIREXJF61 SEALANT.)J' MIN CONTINUOUS SPACE FROM DRIP ACE TO TREX Yi GAP FOR SEALANT yMYL CAGING BEAD OPT. BACKER ROD. WATER PROOFING IIt MODIFIED W LAYER (2 LAYER PEEL 1 3/4 RESILIENT GTWXJ 111RAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/6, TYPE 'X' 0 I'LL METAL LATH W/TEXTURED 1 PANTED WOOD GWEATWMG FMISN THICK 3 COAT CEMENT 4' POSITIVE BRAN brae aPee:en PLASTER — VINYL C MOR EEAD (SHOW FOR CLARIFICATION OF VINYL CARING BEAD SEPARATE ACCE950RIES ONLY BALCONY DRIP 11 EDGE INSTALLATION 0 COLUMN (w/"T" VT.A.qi-TTur_l WRB LAYER 42, FORTIFIEtER BUILDING PAPER----,,, METAL LATH — —� i' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERlWa� FLASHING WINDOW FLANGE CLARITY) WR5'LAYER M, 6Tuccq WRAP U*0 LAYER 02, PORTIFIBER 15UILDIWx PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER VSELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDINCs PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME. NO BAND) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde*Wngoup.eom AA A: 0003325 La 0 0 BUBO . a LC SILVERADO LOT #52 BLK #6 PIROJ= 04128.00 -52061 moDmu 4ENB "1751-NEUVILLE" OAitAOZ XVnWa: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. WOOD SHEATHING —\ UIRB LAYER M, STUCCO WRAP WRB LAYER e2, FORTIFIBER BUILDING PARR --, METAL LATH --N a' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING^ FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER N, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 01110 LAYER 02, FORTIMBER 6UILDING PAPER METAL LATH I' THICK, 3 COAT CEMENT PLASTER_ FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP )4 GAP TYP GA81NG BEAD IX TRIM MEMBER TO TRIM s STUCCO TO SIDING TRANSITION SIDING 44 WOOD SHEATHING STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER METAL LATH URD LAYER 42, FORTIFIDER B ILDNG PAPER WOOD SHEATHING WRB LAYER 81, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) 09= ow TRACTION v— MOOD SI*ATWNM WS"FAAITITII lIRtt WEAUR 1,1ENlTive X?f 11 SIDNG /'// V SELF-ADWERNG FLASMNG OM FLAGMLiNCAeRNG L \ 1 WEATWEERRPESIeTIVE STARTER STRIP / \� \\ aMR9ER 1PlENSTINS \ y FLASNNG RING \ — ' GALVD METAL GALVD METAL � � 'r PLAS14NM �W FLASWN�G AT�pon WOODSfRM F!M!!R � � l WOOD X S' eRL.ATED :? WO DGAP TRY! hRl'IOeR OR APPROVE SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL� LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIF15ER ; BUILDING PAPER ; wow CI NeTR1OTk WRB LAYER 01, WYOND J' THICK, 3 COAT CEMENT— EMENT STUCCO WRAP WOOD &OATWING �TWM PLASTER I I DARRIER 4 D�Armpt RBQISTwe WRB LAYER "2, FORTIF15ER Xlwlxer. VINYL ANGLED ! ;. ; BUILDING PAPER --.DItRNG CASING BEAD ? METAL LATH STAINTERSTRIP— VINYL CASING BEAD :. 9' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER � — CLARITY) i = CASING BEAD Cap RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1'-0' WEATWER BARRIER WEATWER DA MIt SEALANT WINDOW FRAME 2X FRAMING MEMBER WEATMR RESSTIVE MA11MIt 1 TO LAP 61 MINI ADOVE TOP I OF r ILASHNO YDA ERI^lSrorlve `L WATIRM REMTiVe DAMER R _GALVD METAL 7' FLASWNS ffinfa an WEATWR RESISTVE DARRIEIt q TO LAP W MINI. ADOVE TOP — OF 'r R.Aw4m STRN7 u4m ,� / ' 'eELF-ADNERN6 \ 1 I I FLA,EWSIG I I OR APPRPROVED' D &LALLAANT WEATWER RESISTIVE sAl4iueR e E•2 dsm VNTL GAm �e�AWQ" RODD)) PVG SIDING TO STUCCO WEAR P"STIVE ® FRAME TO FRAME 9 TRANSITION J' THICK, 3 COAT CEMENT �. PLASTER . METAL LATH WRB LAYER'2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP /CASING BEAD SEALANT-- / TO WINDOW WINDOW FRAME J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE , E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) !I MEMBERJA -APPLY FULL BED OF SEALANT BETWEEN / FLANGE 4 BUILDING WRAP BUILDING WRAP ------- —------------- ----------------------------------------------------------------------''� 16A Ez BEAD WINDOW CASING LEGEND DRAINAGE PLANE !WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeskgngroup.com AA g: 0003325 amm; [PROJMCT# unDly � Loan SILVERADO LOT #52 BLK #6 04128.00 -52061 HODBIA 4ENB "1751-NEUVILLE" GAR"Z OWDFG- LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 12 D � O1/18/19 sCALM 1/4"=1'-0" sl;�s'r WA4 i'POIUNLT OLD-IP N WA2m HOUSE~r moiaffCUT Njeb R) _ Al 45' ANGLEt MAD - MODr— T' CUT N HOUBE~ LP IN WPNDOINOPENING E ii FOLD NglalllRArAT'4 NLL AFFROVEDOVER SHEATISNG AVERSD STUD WALLRo. To LXTIRIORSTE STEP 2 WTALL S' SELF-AMM[NNG PLASHING OVER NAILING PLANGS AT JANRS E]NTRD PLASFXNS T'kl T SILL FLEXIBLE RAWNG DO NOT SEAL BOTTOM J \ P« STEP 6 STEP 7 ALIGN PLASNNS W Ky. now Or I LL MO. TI.044N ALLY PATEN PA Np D(CAPMAII^ ) INSTALL DUFONT PLEXURAP AS Tw PLASWING AT TH PDE AV NESWE bdl" PLAINAN VER DRP CAP 8004 SAP Raw) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS L IT IS THE CONTACTORS IISPONSIMILTY TO VERrY TwE OOI'PATIBILMY OP ALL PMC=TS NG ACM HOIRNSSAP. SEALANTS N SW-ADWEM1 f PLASNNG MATERIALS USED DURING CCNSTRDTION ]. INSTALL ALL MATERIALS FCR MANerAC.TUMPO WRflEN SFECPICATI@U WANNIN s SEALANTS MAY REACT AP%olPt LY P NOT ATIELE NOTE, CLEM AND SEAL JAMD TO SILL JOINTS OATH DOW 11" FOLLOU NSI COMPLETION OF EXTERIOR RETROFIT WORK Wk. SONEME SHOWN SHALL BE MPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTRIMON BELOW THE WNDOW OPENING SEAL NTERiOR PERIMETER OF WINDOW WITH SMALANT 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%:407.774.4078 www.abdeskgngroup.com AA 5: 0003328 81"3' v as LOT: SILVERADO LOT #52 BLK #6 PROJWT# 04128. 0 —5206 MODZU 4ENB "1751—NEUVILLE" 0A %A0S 8VMf0t LEFT PADS: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. 191 A, N IRE PRUCT DATIL01/18/19 8CALSs 1/4"=1'-0" 83'ISST WA5 c 'VV TEXTURED / \ FINISH • WOOD. • :' •:. L- \P 1/2' TEXTURED x .: ,...; ---------- ----- - 2x6 SUB-BANb FINISH CMU W/I'x4' NOTCH METAL LATH x x x x x .:... . /------ ---------- END, WRAPPED IN ` ry PEEL < STICK METAL FASCIA WRAP WOOD SFE:ATW G x x x x x x x x x x x x I I - DRIP EDGE I U LAYER 9 CO W STUCRAID(FRAME ONLY) x x x x x x x x x x x x 1 i TEXTURED I �� = WRIS LAYER •2, FORTIFISER BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x x x x x x x x x x x x x i, - . `.:.: FRAME OR CMU I FINISH IS WOOD I 2xs am BAND c+1 � ROOFING CEMENT x x x x x x x x x x x FELT PAPER I I I/S i/Z' TEXTURED � x x x x x x x x x x . I �\ � FINISH a CMU �\ DRIP EDGE x x x x x x x x x x •; DRIP EDGE \ MEtAL FASCIA �' METAL KICK OUT x x x x x x x x x x x x x (REFEREONRC�APOINT \ ; WRAP Ys' FROM © FLAN 8 ONLOFF \ i STUCCO, I' FROM I x - SET OF COMPONENTS) \� WOOD WALL ; \ EXTERIOR WALL METAL FLASHING, WRAPPED (FRAME OR CMU) MIN. Y4' ABOVE BOTTOM or - DRIP EDGE NOTE: NOTCH FOR 2X(o SUB BAND ONLY ROOF KICK OUT REMOVED ;: ;.:'': -: 2x SUB -BAND �\ FOR CLARITY W/%'x4' NOTCH END, WRAPPED IN ROOF DECK (BEYOND) PEEL 4 STICK _ ROOF CEMENT • DRIP EDGE, I' OFF WALL EDGE \ NOT INTO STUCCO) OMITTED FOR \� I "1/5' TEXTURED FINISH A CLARITY ``\I\ /WOOD, 1/2' TEXTURED SUB BAND DETAIL® WALL FINISH m CMU / 2x6 SUB -BAND W/i'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®ELEU)4TION ' METAL FASCIA WRAP I' OFF WOOD WALL- SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT • WALL LINE t0 AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS ro'-S' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) .3� x x x x " x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x �. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x,x x x x x - .... .... .... SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Xi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY Il V>Q m a Lois SILVERADO LOT #52 BLK #6 PROJMT# 04128.002-52061 moDELs 4ENB 1751- NEUVILLE" CARAGM IIVWOs LEFT PACE. WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. ly 39'-8" Mr,w 4" CONC. SLAB T 0 TOP OF I SLAB �, 34" 4• 4" CONC. I SLAB I O a *3,a r — — — — — — — — FM•12X18 — — — — EXTEND SLAB 1 1/2" 2'•4" 13'4" I I. I I I°r° �_ YTOPOF xl b SLAB LL I ILL .I N I• I , I • 'I ( 18'4" 21'-0" I I .9 I• 4" PVC I CHASE 20'4" 19'-4" I I I N I + 5 1l2 § •�•' "n EXTEND • I SLAB,.,/2" I LL 3'-0" 5 ILL I� I 2 a EXTEND I 1 I SLAB 1 1/2" FM•12X18 FIR ---- • I4 SLABC I I I I Iw I 4" T-4- 4" � LLI O a. I� 31Q ( I I FM-12X12 2 . FMC-12X18 FM•12Xi8 MC-12)(18 F 1• 4 1 L _ T1• FM-12X18 _ J 4 1. 1. 4'-0" 14'4" 21'-0" 39'4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-01-0% 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 I2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVWDOOR 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, BNDICATES #S BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN! IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #8.38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING 0J 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 C476 GROUT MIX) PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED BJ THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWNI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Sx8 W1.4xW1.40VER GENERAL 3 1!d' S MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' L G EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x1S 12, CONTINUOUS 1S, - (2)#5's FMC-12x18 12' CONTINUOUS 16 - (2) #5's - VARIES FM-12x12 12' CONTINUOUS 12' - (2)#5's TE-1 S" SEE PLAN S" - s #5 IN CURB 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7744078 FAX: 407-7744078 www.abdes4p%wup.00m �, AA #: 0003325 g k m C a stnmly a LOT: S ILVERADO LOT #52 BLK #6 PIWJNCTN 4 0 2-5 061 MODRU 4ENB "1751— NEUVILLE" OAPMOX OWING: LEFT PAGO: FOUNDATION PLAN 50 MPH EXP. 30" MIN. EACH WAY MONOLITHIC FOOTING t � � Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z_�� d y STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND . �"` c I • ��s•. .�'.• _ � a SPACING REQUIREMENTS O Y SPACING REQUIREMENTS 111 O W —�_ 1a. GARAGE DOOR W U O0 O w ' I -�FM RECESS K N Q •� •., @+ 0 0 Z 8" CMU WALL O 8" CMU WALL � CORNER BARS, SAME SIZE AS BAR W o m o 2e '- . I . IN FOUNDATION WITH 3d' LEG EACH I. N = •_ TOP OF SLAB .e WAY AT ALL CHANGES IN DIRECTIONS I.. • SO THAT THE STEEL REINF. IS CONTINUOUS d01 TOP OF BLAB .... , .' ,: •. •---� MATCH AMOUNT OF CONTINUOUS BARS CUR FOR • ° EXT. PORCH SLAB • W/ ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) • EXT. PORCH SLAB •'� SEE SLAB SCHEDULE TOP OF GARAGE ILL �' P. , I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET .- 7• AT ELEV: ip• 1/2' .. JOINT (WHERE • • 8" CHAMFER (2-STORY)W/ 1/2" ISOLATION 4" CHAMFER 1 ( -STORY) „� 8"CHAMFER (2-STORY) ..' p-p" APPLICABLE) Z SEE SCHEDULE M#747 JOINT(WHERE APPLICABLE) • • EE SCHEDULE a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE _Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY iv AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE BARS), UNO r,1EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3a"=r-d' 2 ep GARAGE SCALE:3W=1'-0" CORNER BARS DETAIL 1 DOOR OPENING 3 SCALE: 3/4"=1'-d' 4 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 18d COMMON AND NAIL W/ 1-COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE ID ❑ No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB WN PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. 2" CAPPED GALVANIZED PIPE 5 NEW REINF. BAR O a SECURED W/ 2- PART 1/2"xB•' WEDGE ANCHOR W/2' TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE G BASE � g EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. ®18' OC SLAB W/10d MASONRY S. UNO USP SPTH4 OR SPTHS BTM MAX NAIL 16" O/C STAGGERED. O FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ SPECIFICATIONS FOR dl 10d x 1 112" COMMON NAILS m USE AND I FILL ALL HOLES, DO NOT USE SECURE FLANGE TO I=- PREPARATION OF 10d x 3' W w SLAB W/(4) 1/4" X 2 1/4" Z HOLE. IY SLAB SCHEDULEIY SEE SLAB SCHEDULE TAPCONS W 2 Q [SEE O' �O TOP OF SLAB •. TOP OF SLAB 4" CHAMFER (1-STORY) °" ice`° ~- • �= ' • —° n 6" CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE EQ. EQ, SEE SCHEDULE FOR WAD, BAR SIZE FOR VVAD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY BOLLARD 5 ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL SCALE: 314"=,•-d' MONOLITHIC FOUNDATION SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-O' (NO UPLIFT) 6 (W/UPLIFT) SCALE: 3<a"=1•-d LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS.,"O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W( PLAN CELL SEE PLAN FOR AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL WI SYP Na 2 STUDB SEE g PLANS FOR SPACING. SINGLE BTM. PLATE TO BE FT. SECURE B7. PLATE TO O > PROVIDE DBL. TOP PLATE SLAB W"tO MASONRY NAIL 16" O/C STAGGERED. t W U v p N 8" CMU WALL c POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL(TYP.) 70P OF SLAB SEE SLAB SCHEDULE I, 2X WALL FRAMING IGROUTED • % SEE SLAB SCHEDULE 1/2" DIA. USP 7250SD BOLTS 5"OP TF SLABMINIMUM O EMBEDMENT INTO 'ISOLATED" COLUMN PAD CELL, 4" FROM ENDS AND °v� �.. • to CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH •r FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE FOR WAD, BAR SIZE / FOR WAD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY ,11NTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-01' 11 SCALE: 314"=l'-d' .00 •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abde•tgngroup.com AA#: 0003325 . ammo ounDiv. Me LOT: SILVERADO LOT #52 BLK #6 Pnon=T# 04128.002-52061 MODa2. 4ENB "1751—NEUVILLE" GARAOZ SWUM: LEFT PAGE: DETAILS 50 MPH EXP. Bj TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/' HOOK GROUTED BOND BEAM ALREBAR VARIES PER ELEV. "BOND NTAL4 L iv ' BEAM Z e VARIES PER ELEV. N • 4 • 'e... • I •� �. 0 to #5 BARS 1 • EI 3„ b 10^ HOOK b CLEAN OUT REQUIRED. O q -0 d ' :-S:� • �"',•. • ice; . �..' i0 _,4.• . ♦ FOR INSPECTION m a m O d . 0'-(Y' FIN. FLR. • .•e ,; TIE ERTICALREBAR '. i • • TO HORIZONTAL . 9 i7 • OOK REBAR W/10'HOOK �- BAR SIZE 48 BAR DIA x Z > #3 itr #4 24" #5 30' '. C.0 UNIT m ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR0DIA 31ZE 48 BAa301 #e 31. #T 41. HORIZONTAL/VERTICAL HORIZONTAU VERTICAL METHOD #4 #5 • �/y` MASONRY SYMBOLS SCALE: 3/4"=1'-0' REINFORCING n REINFORCING SCALE: 3/#'=1'-0" 2 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 5: 0003325 , amm; [swan►. a LeoT: SILVERADO LOT #52 BLK #6 PRO"WITO 04 8 002-52 6 MOaar1 4ENB "1751-NEUVILLE" OA3tAO3 sr ENE: LEFT PAds: DETAILS 50 MPH EXP. rpm" A 01/18/19 sCAI.s: 1/4"=1•-0" s8aaT S1.2A tl tt` Lein eII*3 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 VW(9)10d x 1 12" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x i 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 1 Od 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 SMALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, WITH WASHER Q 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. HEADER SCHEDULE MARK DEWRRIIP71ON REMARK tO (2) 2x8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.e, = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / TOA. = 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 To (P21) SIZE WzH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 axe (i)4'5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST& PRESTRESSED LOADS FOR UaLINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 0-4-GB SAFE LOAD - POUNDS PER LINEAR FOOT *-4- --- SA PUP AD 4-0-g- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH FA alai"` Will rnm III se W6w `ram aaaPfe ""N' Matte `ram rwas VMS atel4s TYPE LENGTH M1B RCMU TYPE LENGTH a54T waT atMs4T sns40' arw1T wean aleatr `Near arl44r antra 41sn arwaa a�tr van Sr PRECAST ' ?tit alw ms Nee wT wN ww fawt 8'-8`) PRECAST t02E 10M IBM Bd (4i) PRECAST w ""on ww ww 4w sw am iiN lOw 4w Alfa ,eq aw4 MIN tow llsi aw 71a1 42N a,w ewe 1aN 4'-0' PRECAST 1M0 in wl iw0 4w ,aN All Nw 4%V (4r) PRWABT M M I= 4'r (4n PRECAST lw aw ww we 4w ew wn fwl 41m N+a TW art twt 1tw uw aw wa ww 4w m wn 4,�. PR�AB< 1M us atla w1 >t0 4w alas w, 4%' �9 PROCABT = Bet 1078 IV' �7 PFWMW ,wT I. low W awe en 4Rt we 2iw 4w wn tW wA 1w, 116 Iwr am ww wA NO 4N1 ew Br 047 PRECAST t217 ,w ,4w Iw 2w al. >r e. Br (S4� PRECAST 411 /i, 74E B 4' �' Pear 2w aw ww aw 4w ew wo low IM pw ,na ON ww wr wn 4w 8-10' 170') PRECAST 10M ,w 1173 wl wo we llw NA T--,0' nB) PRECAST' &4o = Big 6-Ir (M PREGAST w M. Nw ilw 4133 t4el few 4w nw Tef aw w 11w awl sI lw I lw 4W 941' (7S') PRECAST ,w Nn ewi lw, law wt Bd PRECAST MY 721 400 Bd PRECAST w 3M tw nn "—inam aw NN ww w ter 1w >• taw I wt I vu r-C On PRECAST 743 twf ,1w ww ww aw sM aw 7''a �) PRECAST 424 6M 385 7'd Mn PRECAST 7w W 1N1 ton wN aw low, am M 7w /w1 /w m a,fa 2wr lw Br („ PRECAST 29 M4 w 11w 1w MR aw ww asM B4' (114) PRE�Aer 823 E12 230 eH' (7,2� PRECAST W To- , ,mr me >@ Iw as wN M aw ww m w aw /w 9w aw low ,Br n2a) vREDAer 476 w w w/7 aw ff"im w o 1C&'. (12B) PRSCAST 2M 401 ,SD 1a-B (12Cj PRECAST w an w , a m W wee tw 2w 4761 w w 110 1412 nw s aw H'r (11M PRECAST aM w w ,w /w aw uw 4lw 114' (13C) PRECAST 2G0 4M 1M N4' nae) PREP,ABT w4 ON lw1 —111 w w 1w 1w us ow 4w 444 w 1w owl 21w 1" (1K') PRECAST 337 w w taM tw/ m O ww 12'-0^ (144') PREfM' T 244 402 t3T t2Yi nM1 PIffi�CABT 4w 4w IN w 1 1 loon ee n 1aN lw a,w m llw 4A w w wA 13'+N nS0") PRECAST 2e6 4n l4 ,We tw 1w aw low /Br nep! PRECAST 217 2M 110 13'r n80") PRECAST w w w tw w 1 m 4" M ,wa fes 1w ON ww 4w w m 1w H 1 IM w4r (1BS� PRECAST zro 4N ,w WE t law am ,4tEr n8S) PREGBT 20E 2M 100 14'O' nM') PR1111 am w w IN w I= w w I= ,w lwT ww wo 4e 4w m 1w tw N4' 1 PRESREGIB® (� NA Nl Wt N4 M M let 114' (17B) PG!l1RB11® NR M4 S, NV' n7S9 w No la/ on w Nlj wt w w w lilt 11711111 w m tw tw ww MIT w/a I" 1N PRE ( NR M1 No IN M! N, M1 � I" nen Pt N.R.N 200 M IBM (1841 PRE w ili w 4M w m w w eH will 4u To fw 1!E 'a,le waa fIN PM PRESTAEM® NR Iw NR wt MR M N1 M! 17'-P ( PMBI11lMED NA 1M M ,74' On PRE W tw w w w w M Too w m taT1 w tow w ae w tw 10few aW 1V•4' Mn PRE87P� NR M - NI IN Nl a Nl 1Sr Mn P NR IN 62 1Br Mn PRBBIR IN w w w an woodw 4w W W W T6 1W w 40 w tow 1w w 01s 274' fsw9 PRIG MR Nl Nt ,R IN N, M D'r �) PNNVF M® MR 125 42 21W Wr PMWRM w w Ms w w w w wr w aa, w w aw lw 1w ie w w 11N waa fw II (MI PREQRi� NJL lw Nt N4 ,w W m � 2210' MM Pnviote B® Nit Is 40 2S4' W1 FR8GIR61B� m � w w 4w w =in 1w w w TN low u,e tw wT IN w to w w W w 4n w w w a W4r (Me'9 PREXI NR M NA ,w Nt MW NR W-W (2M') PNOTRUBFD NA N as 74'-0' Mn PREB1RwB� 1N w us w 4w w wT w 1w w w w w ew 1w (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR -ALLVALUES TAIM FROM TAPE LOAD TABLES' BY OASICREM MAY 2D/E ®ITI011 • PRECAST PRODUCTS SY OT,I®18 TO M$T OR EXCEED VAL11E88TA70ASOVE -ALL PREOAET PRODUCTS ARE TO BE INIVAILED PER MANIFACR RE8 EPECIFICATIONR • PROVIDE MINIMUM IV OF BE.ARIND PAST EACH SW OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C.P. CORPORATION-CASTE -CRETE DIVISION ACCEPTANCE #: 18-0128.03 1 r_________- r 1 1 1 1 ,'I110 SFI, 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 Lm------------- 1—--------_ww- OF28-ITIIMIOB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1 1 1 1 1 b 1 i 1 1 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdeslgngroup.com L AA N: 0003325 sUDDIV. a# L10 SILVERADO LOT ##52 BLK ##6 PROJECT# 412 .002-52061 uoasLL: 4ENB "1751—NEUVILLE" GAM11i SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 50 MPH EXP. 24 DA IL of/is/is 8CAXAL- 1/4'=1'-0" S2 #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 REINFORCING OF BOND BEAM 1 SCALE: 3/4''=1'-0 NOTES TO THE INSPECTOR/CONTRACTOR TYP Bsdr' -�gzm ro 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL -eF4 3. PLACE MASONRY UNITS A3 REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. QF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST` \. TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18" �l 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 / / 1#6 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. ' 8 8xl8 DSL. BOND TOP OF ELOUR E BAR BOND BEAM EACH COURSE P OF 8x8 BOND BEAM BEAM # OQEa\ W/(1)#5 BAR .y: BOND 1 QF F = FILLED W/GROUT I\ .�� U = UNFILLED GROUT SOLID FROM �A\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE \� o E-CAST CONCRETE �16-1T/1�B LINTELW/(1)#MS R") Fos' NOMINAL LENGTH OF BAR=WIDTH OF MASONRY 5. Q� HEIGHT # OF #5'S TOP OPENING-2' BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF #VS. BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0' THAT XFXX-IT11MIOB INDICATESA DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Ll) REFER AND XFXX- 1T/OM/OB INDICATES A SINGLE BONDBEAM TO PLAN FOR LOCATIONS T OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT, SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18'. O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOVIN .� 3 2x8 (MIN 2 X 3) 2J/16 TAPCON PRE-CAST.a 19' OR DRIVE PIN (MIN SHPJJK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL zMIN EMBEDMENT 11/4 'a SLOPE FROM EACH END AND 18" 1-1/4" EMBED ENTN �i 2xB (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE. 145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACED IN 1/4" S- FROM EACH END AND ECURE TO SHEATHING /7TYPICAL AND LOWER #5 MIN. REQUIRED IN NUPPER MAX. MIN 1-1/4"IN. 2-12d PER BLK EA. ENO L/2X4 BOND BEAM EACH CELL HOOKED IN EM18"O.C. EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK MASONRY WINDOW/MUDSB SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP J SCALE:34"=i'-0 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL SINGLE #5 CORNER I p" BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM e II I II II I�II 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. / AT EACH 310E STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd*sWWoupm AA #: 0003325 - BIIIIII anm� WII OUNDIV. a# LAT: SILVERADO LOT #52 BLK #6 PllOZ=T# 4 2 . —52 1 MODSIe 4ENB "1751- NEUVILLE" GARAGN SWUM LEFT PAGL': DETAILS 50 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VI// (9) lod x 1 IQ" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 In" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Dd x 1 1/2" HOG 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 BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER a 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRU88 MANUFACTURER / ENGINEpR NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2xe STM. 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. 2 PLY U: -1390 LBS G: 3628 LBS FRAMING PLAN SCALE: 1/4" = 1'-0" 0 LBS 9 LBS L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-774.8078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 amm SILVERADO LOT ##52 BLK ##6 4 S. 2-5 6 MODULI! 4ENB "1751- NEUVILLE" GARAvs Bwixo: LEFT PALM FRAMING PLAN 50 MPH EXP. 50 STATE OF FLORA DA> 01/18/19 Bc.ux: 1/4"=1'-0" smzw s3 PLYWOOD SHEATHING, SEE "ROOFfWALL/FLOOR SHEATHING FASTENER SCHEDULE' H (9) A-(1)USP HTA18 TRUS7eANDAPPROVAL 10d x 1 12" TO TRUSS. B-(2) USP HTA18 TRUTH (9) 10d x 1 1 /2^ TO TRUSS#17800 DBL STRAP, 1 EACH SAND OVER TRUSS (NOT SH lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS.ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILSSUBMIT SHOP DRAWANGS 17. O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT =U:1870 UBS, L:710LBS (1 STRAP) 8 ALLOWABLE UPLIFT = U:Z430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a 1b GIRDER CONNECTOR(S) ENGINEERED WOOD TRUSSES - a 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 V7 NAILS TO TRUSS EA. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#176W PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: FOR (A) W/ SINGLE PLY, A PT SYP #27X8'X4'-0" MAY BE ADDED Wq 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE 2-PLY CONNECTOR. —(A) USP LGT2 W/ IS) i/Ca' POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS(2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x8" WEDGE BOLTS AND lx2, 2x WOOD FASCIA (12) WS3 SCREWS FL#8223 SEE ARCHITECTURAL 2X SECURED 8d NAJ GALV. COMMON ON NAILS, IF 4 BOLTS ARE USED ix2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 17' O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) ROOF SS -TYPICAL scALE:3a"=1'.a' GIRDER CONNECTOR(S) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HT WM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1 /4" x 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN, 7' COVER 2" APARr REPAIR OF MULTIPLE 9 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=T-01' (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA TRUSSES WHERE SCREWED AS PER SCHEDULE X-BRACING IS PRESENT AT TRUSS ( JAG. TO COVER 5 TRUSSES) 4'-0" 0. C. (AT SHEATHING LSTA1220 GAUGE SEAMS) W/ 10dxl/2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X" BRACE ® EACH END TOTAL OF 10 30'-1" TO 80'-0 (3) W- BRACE (1)'.X" BRACE 0 CENTER SECURE 2x / " C PLATE TO BLK W/ 12" CIA FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W97' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY B' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 6/8" GYPSUM BOARD OR 12' HIGH TRUSS ENG) ONT. 2X4 SECURED W/ STRENGTH CLG. BOARD (2) 1Od's 0 EACH TRUSS SECURE TRUSS TO 70P PLATE w/ TO BE INSTALLED@ 18q TOENAILS (2) 10'-0" O.C. MAX. DOUBLE TOP PLATE 2X4 OR 2x8 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. r,_'�FLOOR TRUSS CONNECTION @ L.B.W. � SCALE: 3/4"= -0' (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE>5/8' —HOLE DIAMETER < Z/5'D SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING r-1 AND BORING LIMITS V 1 SCALE: 11/2"=1'-P EDGE>5/S" +TOLE DIAMETER < 3/51D DBL. STUD HTT4 W/ 5/8' A.B. WTH MIN. T'EMBEDMENT TO SLAB & (20)18d x 2-12" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB —� 5 GIRDER/WOOD POST CONNECTIONS SCALE: 3/a"=r-a' A - USP THDH28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4*'USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 120) 16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- USP WEDGE-BOLT/J43MT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10) l6d VALV. COMMON NAILS, FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/411 USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4WO LBS, U < 2660 LBS W/ (4) VV' USP WEDGE-BOLT/J-BOLT, S MIN. EMBED (38) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND I10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 6 NOT USED 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD °D g LAP A MIN OF 4'-0% 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °D CLOSER THAN 8' C/C. 5. IN LIEU OF HILTI PAF'S, 1/4" CIA x 3" MASONRY (2)-PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE VMMWAM OBiIWILNMDIG A DOUBLE 2(8 12' V. OC 18' O/C B DOUBLE 26 3/4" 8" O/C 24" O/C C DOUBLE 2110 12" 8" O/C IS, O/C D DOUBLE 200 3/4" 8" O/C 24" O/C E DOUBLE 2x10 314" 6" O/C IV, O/C F DOUBLE 2x12 3/4" 6" O/C IT O/C 10 WOOD LEDGER DETAIL SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=l'-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT18A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED 70 WIND ARE SUBJECT TO Fi AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77443078 FAX: 407-774.4078 www.abdesigegroup.mm AA #: 0003325 J to INA 0 sL mlv. AI Lop SILVERADO LOT ##52 BLK ##6 PROMC 04128.0W52061 movuLo 4ENB "1751—NEUVILLE" OARAoa OWDIM: LEFT PALM DETAILS 50 MPH EXP. D TM 01/18/19 sx�r S3.1A FLOOR DECK UJW7 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)18d COMMON W/ (6) 3/18" ° z 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLYINEE BUG REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=l'-0' USP LFTAB W/ (16) Bd COMMON NAILS 2x STUDS USP LFTAB W/(16) Bd EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING 7 USP SPTH4/SPTHB BTM. PLATE STRAPS F 17 x1 FLOOR TRUSS OR 12"HDG NAILS FI#17239 GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3/4"=1'-0' DBL PT 24 BLK'NG BETWEEN TRUSSES W/ 10d 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x8 BELOW V.CMU WALL REINF PER PLAN PER ELEVA LL �z PER E TI 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG Q 3" 0. C.; STAGGERED OFF CENTERLINE OFF 2x8; MI 3/4 AS SHOWN USP A3 EA TRUSS /4" Y NAM.IKIPATIERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 314"=1'-0" #8 WOOD SCREWS x T LNG Q T O.C.; STAGGERED NI AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT PIT B" CMU WALL AT 18" O.C. AND 6' FROM REINF PER PLAN END W/MIN 5-12' EMBED. FLOOR DECK PER ELEVATION l4" LL 44 0 �� NNLNGPAT7ERN PER ELEVATI Ez 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS Q 1T' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL SCALE: 3/4"=1'-0' 2x STUDS PER PLANS 2x STUDS PER PLANS DSL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d (a 3° O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8)16d NAILS INTO LEDGER AND 10d 0 T O.C. #8 WOOD SCREWS NOTE: CTOP P O FUR TRUSS STAGGERED UPPER PLY INTO 2x8 x 2" LNG Q 3" O.C; MI 2.4 BLOCKING 0 EA BRACE. STRUCTURAL SHEATHING RTSS BT. BELOW STAGGERED OFF TOENAIL INTO TRUS W/(4)16d NAILS 0 EA END MUST NOT BREAK W4THIN PLATE OF 2ND FUR) CENTERLINE OFF 2x8; 3/4" AS SHOWN 2.4 BRACE 0 46" O.C. W (5) 12d 14" MIN. FROM 2ND. FLR. FLOOR DECK NAILS 0 EA END LINE 2.6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER 70 CMU W/ 1/2" EXP. BOLT Bd RING SHANK NAILS 0 4" O.C. MAX 0 ST. OF FLOOR TRUSS 8"CMU WALL REINF PER PLAN AT 16" O.C. AND 6' FROM END W/ MIN 5-12' EMBED. 1 INTO BLOCKING 16d NAILS Q 8" O.C. MAX (ST. 2X6 IS FOR WALL SHEATHING NAILER FIRESTOP PER ELEVATIONIL FLOOR DE /4�� PER ELEVATION ELEVATION LL Y �= NAILING PATTERN 0 O QI a I p O�z Ak PER ELEVATION R ELE [ON jh 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) Q,T D.D. FLOOR TRUSSES (SEE FOR SE USP HTA18 0 EVERY ww REPAIR DETAIL IF FRAMINGPLAN) BOND BEAM REQ.BOND BEAM RED. TRUSS (VERIFY W/ IX2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA16 0 32" O.C. TRUSS PLAN) FL#17880 AT TRUSSES PARALLEL (VERIFYW/TRUS SECTION DETAIL TO EXTERIOR WALL PLAN)FL#17680 AT PARALLEL / PERPENDICULAR 5 SCALE:34"=r-6' PRE-ENG FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHESEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 R EL VATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BILK W/ TRUSS PLAN TRUES TO TOP PLATE 516" GYPSUM BOARD OR 12' HIGH W/ 12" DIA. ANCHOR BOLT W7T •��,� A- USP MT V-12 U < 1195 LBS STRENGTH CLG. BOARD 4z4/4x6 SYP NO, 2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/(2) WOOD POST TO STRENGTH EPDXY V' MIN. NAILS. 18d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE To 2x8 P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA 2x4 OR 2x8 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE - • PROVIDE BLOCKING o• USP SPTH4 OR SPTHB BTM 12" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMN NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's Q EACH FILL ALL HOLES, DO NOT USE ,0d 12"x9" WEDGE ANCHOR W/T' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED Q 10'O.C. -0" MAX. xT EPDXY 5-12" EMBED. MIN. 016' .L .1 I Oa 10b 1 OCi OC MAX SCALE yq"=1'_0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS Q CMU WALL • TNUggTppOgTCONNECTION SCALE: 314'"=1'-0' a• • I. A - USP MTW-12 U: 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 B - USP HTW-20 U < 2045 LBS W/ (20) I0d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGTTO TRUSS W/(4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK,(1) 5/8—A.T.R. TO PHD4A AND(10) W53 WOOD BCREWS 70 POST FL#17240/FL#172419 TRUSS CONNECTION L.B.W. P06T T08LAB 9a gb CONNECTION SCALE: 3/1"=1'_0" A&B - USP PAU44 POST BASE <U:2,265 G:6,775 VW 5M DIA x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ SM DIA x 6' EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. MATH MIN. T' EMBEDMENT TO SLAB S (20)16d x 2-1/2'NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7743078 www.ebdesi8n8roup.com AA #: 0003325 m C k Y SvaD:v. & LOT: SILVERADO LOT #52 BLK #6 PROJNCT# 4 8. 2-5206 MODzu. 4ENB "1751—NEUVILLE" OARA Z Sr►nms: LEFT PACE: DETAILS 50 MPH EXP. 50 24 DATE: 01/SB/19 8CALM 1/4-=V-0" sDIZ= S3.1B Fw GIBLE-ENO �� L ROOF WIND DESIGN PRESSURES NET (G SS) SC -10 ZONE 1 •8,97 PSF (19.97) ZONE 2 .17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A"= 4't END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT, PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS Q 4" O.C. EDGEYMSE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 12" DAM, 170,000 RING SCREW $RANK (16-20 RINGS PER INCH) Sd SCREW SHANK 2 12" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA)ESR-15N EXTERIOR SWAT14NO USE 1/2" COX OR 7118" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SWANK GUN NAILS AT a" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL J W M LU 0D @ Z (y0 2 m 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES Y Z • � U J Oto Z L// CO Y 4y • VD TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RrAF`TER OR TRUSS .--_-I ... EMMMML 111111,1 -_-_�' '1 11 --_-_w 11 ■mmmmm. 11 .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS NIT 8" O.C. IN FIELD'1 ' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE Id RING SHANK GUN NAILS 012" O.C. IN FIELD or 8d x 2 V7 SCREW SHANK PNEUMATIC SCREW -NAILS Q 17 0.C�ILN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 8#1 EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 53D-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLDFORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDNG NTH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY 8RACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 3W.. PROVIDE 6%AIR ENTRAINED CONCRETE DTOSEDTO EARTH ORMATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CKUFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGIOM IMIERE INDICATED ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WTH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DSODIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT). MOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTHAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM4AORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 881 EDITION, SEE NAILING SCHEDULE ON PLANS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND MOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 012. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES, WELDED W RE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: 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 NTH THE °NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SWILL 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 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 AS15 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVAN ZED. ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATEOONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA BCSI V SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 38" 20 pat TOP CHORD +Ion -Do .-M WOOD TRUSSES 10 psf BTM CHORD norvcor writ DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 pef YA No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORDDEAD LOAD TO RESIST WHO UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 Psf WIND DEAD LOAD SPEED -10 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IO SHOP DRAWING REVIEW: SHOP DRAWINGS WLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERW SE SPECIFIED IN WRITING BY THE ARCHITECT. FWNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 pat, 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 WITH ASTM D-/557. 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-COMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. VOTTEN CERTIFICATION 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 MX DESIGNS, WTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT E)(CWD S N-PRORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C 94 OR MMRNG, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN I ATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT S(CEED 90 MNUTE& IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MMJTES. THE CONCRETE BULL NOT BE PLACED. IT SHALL DE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE CATERS RERRESWATIVE 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 STOSED TO EARTH IFCUI4DATIO151 B FOR CONCRETE EXPOSED TO EARTH AN DORMATHER 1-12' FOR #5 AND SMALLER 7 FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TOMATHER 314" FOR SLABS, WALLS AND JOISTS 142' FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 05 BAR - 30' #7 BAR - 42" PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIEDTO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQURING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTHANSI 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 ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FORAPPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS 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 NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY' PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 51TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY argil I I- eun muurure RlcR1 eR LICENSED PROFESSIONAL ENGINEER. PLIBUSHED BY THE MASONRY STANDARDS JOINT COMMITTEE ALL BLOCK WALLS SHALL BE TWA -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM CSC, GRADE fm = 1500 PSI, BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10•, USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SWILL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOUD NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANWOR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)„ U.N.O STRUCTURALSTEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 W FORANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kw. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SWILL BE CONCRETEFILLED 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 WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIUIION 81� 1. BMClNG REMNiK9 ePPLIGRpI Blg TYPE .-No REMARx9 Ix3 PTRIRRINOTO -EHARDENEDCOIL ."Ox: GNiNiE DOOR BLrI( BEE DETNL SEE DEtNL BEE DE BEE DETNL MASONRY ICONC. NNL I llr LONG. _O SO RVI�NC 900. N., EXT. DOORS -NAPOaIED— B'OC WINOOWDOOR/FAB . GMOAEOOORBUCK SEE OETAA BEE DETNL SEE DETNL SEE DETNL to PT.SEENOTE. NNL IIIZLONO. 9i VEO INTO MA9DN2YICONC. TOIM80MVICONO WINDOW aJL1( CASE HARDENEDCOIL B"OO WWODw00CR/FABiENED ME_S_TO CONTACT THIS ENGINEER FOR SPACING 1a PT,9EENOTEB NNLI1YC LONG. BiAOGEREO INTO Mo9ow-ND. MASGNRrlcarvo REQUIREMENTS E%i. SWING WOR (N 311.'IX4 "TNPCOrr 1-019T.,I 11. EMB®,8'END NON. -No -IT EWM1910N x'EMBED.1'E!O BYO BO UPT,SEENOTE. NO -ER METHIM S0,Sr. WALLTOCONC.SUB WIWABNat BOLT DIET., 3"EOGEP9r. 2x PtWIN00W.l10' p,13B°PAFxB 18" B"O.G EN0. D19T, 112' PT TO STEEL ODL,8£ W WASN62 BiAOGW® EDGE OW NOTE. 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/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 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REGUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327150 PH: 407-7744078 FAX: 407-774-4078 www.abdosigngroup.eom AA M: 0003325 h m O C a Ly avaa:v. ee L01! SILVERAD0 LOT #52 BLK #6 04128.002-52061 MOaaz1 rr 4ENB N 1751-NEUVILLE GAMAGN BVIUM3: LEFT POOL". DETAILS 50 MPH EXP. m NC 1 sCAL . 1/4-=1'-0" 1 s N1 ua 9 t-z� M 1��tplace Ll