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99 91828--4--EBB-CAL19 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH P"'°r--',AILINC CODES FLORIDA BUILDING NATIONAL ELECTRIC CODE` AND THE CITY OF ZEPHYRHILLS ORDINANCES RIEVIEW OATI�.--JAN 1, 4 2019 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 8TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 8TH EDITION •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES *OCCUPANCY - Rffi OMAL, GROUP R3 •CONSTRUCTION TYPE - VB *MIN. INTERIOR FINISH- CLASS B *BASIC WW SPEED - Va11=160 MPH yyp URE — B �'l18 • �y� •1—STORY RESIDENCE — •2-STORY RESIDENCE - MAX. HEIGHT AS PER IWCAL AND STATE CODES ABV ABOVE uc AIR CONDITIONING ADL ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLQ CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMICTRE D. DRYER DBL DOUBLE D.G. DUAL GLAZED DID. DIAMETER DIM. DIMENSION D1SP. DISPOSAL OP. DEEP OR DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER FA EACH ELEV. ELEVATION FR EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJFX. FIXED GLASS F.Q FUEL GAS FIN FINISH FIN. FLOOR FLUOR. FLUORESCENT FR.DR. FRENCH DOOR FTG. FOOTING GA, GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.L GROUND FAULT IN TERRUPTER NTHRRUPTFR GL GLASS GYP. BD. GYPSUM BOARD H.E. HOSEBIB H.C. HOLLOW CORE DER HGTR.OR HT a GKFF UL INSULATION INTO INTERIOR LAV. LAVATORY LUM, LUM NOUS M.C. MEDICINECABINET MFIL MANUFACTURER MIN. MINIMUM M.T. MEFALTHRESHGLD MTD. MOUNTED MTL METAL N.T.S. NOT TOSCALE O.C. ON CENTER PL PROPERTY LBJE P.B. PUSH HUTTON PH PHONE PLT. PLATE PLYWD. PLYWOOD PRP"IR P.T. PRESSURE TREATED R. RISER RRADIUS R.A.G..A.RETURN AIR ORB.[. REP. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOUDCOREEXTDR S.D. SMOKEDETP.CTOR S.H SINGLE HUNG SET. SHEET SITTHQ SHEATHING SHWR SHOWER Sim. SIMILAR SL. SLIDING SL. GL SLIDING GLASS STD. STANDARD SWS SHEARWALL SECTION TEMP. TEMPERED GLASS THK. THICK T.O.C. TOPOFCURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL. U.N.O. UNLESS NOTED OTH13RW738 V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD W/H WW. WA EAR HEATER W.I. WROUGHT IRON DATE DS.4CR1P ION ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION PG El -ELECTRICAL PLAN PG PI-PLUMBING MI-MECHANICAL PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.'S LP46 1828 Oa FT. GARAGE 430 fia FT. MR,W6 BQ. FT. LANAI ae Bat. FT, TOTAL 2362 Ga FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3—FRAMING PLAN PG S3.IA-DETAILS PG S3.113 DETAILS PG S3.1C—DETAILS PG SNI—DETAILS DRAWING / CONTRACT DOCUMENT VIEW Y BUILDERINS THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR TIM BUDDER TO SUBMIT A WRITTEN R.P.I. (REQUEST FOR INFORYATION�T0 THE ARCHITECT OR ENGINEER FOR CLARIIB TION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFPs IN WRI TSN__/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBDITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFPs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosikgrouP•com L AA M: 0003325 ,amm; stnmiv. is LIozc SILVERADO LOT #9 BLK. #11 IPJEC ROT 04128.00 -091 ODEL, 4EBB "1828-CALI" APtAGZ NWINO: RIGHT PAOE: COVER SHEET 150 MPH EXP. B OCT PRDIT .9 DATO 10/23/18 8CAL.E: 1/4"=1'-O" a1LEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-111 ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-N INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 k" SHEET STEEL V MIN. RIGID OWMETAWC CLASS ORCLASS 1 DUCT BOARD OR OTHER APPROVED MATERIALAND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.8: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALLBE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOCRCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/24NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. T DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-0' BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY MICH 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.' TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER O2 AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER S. 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 ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. S. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2V AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 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'/l PVC (SCHEDULE 40), INSULATED WITH'IW AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8, FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2, 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNIB R 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,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-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-CIO63.11A AND R703.7. ZgTORY GYPSUM DOM UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeeWWoup.com L AA S: 0003325 ANNE aUDDIV ec ILOa� SILVERADO LOT #9 BLK- #11 PROJWT 0 4128.00 -09111 MODZT, 4EBB "1828-CALI" GAItAGS SWING: 1RIGHT PADS: GENERAL NOTES 150 MPH EXP. B PRINT '9 DATIL 10/23/18 acALS: 1/4'=1'-O" BHEET GN 351-V D to o o■■■■I Z o 01■■■■lii■101■■IY■■■■■ a D■■■■113 22 o � of■■■■■io - — � olo Wit, 1, ME ME ME .- = , p o a � I 0 o lose In on 1 1 1 1olnro 0 11 0111 Yi06/Y1L/i�il. ssss• SQ.FT. CAM'S LMNG 1828 Ga FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. PT. LANAI 88 SQ. FT. TOTAL. 2362 &a FT. aVMS S E Wo rea 0PB■IE AND T'IIE SON ZRE TM MMIMD 04 191ANit MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR BWINfs is 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-2% CRITERIA 16010 0,14D. 112 5 20.4/-22.1 BASIC RIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = i 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STJED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE ORNOMDIAL WIND LOAD VALUES FROM THE PRODUC MANUFACTURER. C L. TOP PLATE 9 �n A BAR .DETAIL ARCH DTL. FLOOR PLAN SCALE. V4' . I'-0' NOTE. -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERPY CONDENSER PAD LOCATION WITH 817E PLAN. OT14ER OPENINGS CETWEEN THE GARAGE AND RESIDENCE SHALL 13E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (3B MM) IN THICICtESB, SOLID ORHONETC:OM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MIMJTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwwsbdesigngroupoom AA 0: 0003325 7BLK. so A RADO1 #9 #11 T PLROJWT 04128.00�2-0 11 TM(ODE;I, 4EBB "1828-CALI" 0A>RAaa EVUXa: RIGHT PACE: FLOOR PLAN 150 MPH EXP. B STATE OF FLORMA RODUV A. ABOUC IACRA AR NO 907M , DATE: 10/23/18 8CALS: i/4"=1'-O" 81 mcw Al BHINGI-E ROOF FYF-ON 19KTIIXI1 OR EQUIVALENT Ea 1 K'X62' FYPCN — DECORATIVE OkUTTER'O OR EQUIVALENT 4' RAISED BAND (TYPJ W-O' Mars. FY3i* 1' m'-m' F BLDG. NGT. EQ. EQ. PYPON LVI2X24 OR EQUIVALENT FRONT ELEVATION 8C,4LE: V4 • I'-®' TEXTURED ICINIOM OFF RIDGE VENT COACH LIOW OFF RIDGE VENT OPR RIDGE VENT AMAOFATM 2354 56 FT. NET FREEVRMLATION AREA REOUIR® 3/3D1 REOUREO VE)MMMARFA 2361 /M - Me VBYTRATION SO NOIPS FERFT. 1244 UX72 SQ. N. MNAMMAR®V9MINnoN . .SX UX72 NUPPERPONN)NOFAMC wM 54IN. OFFRIDGEVBMLAIIONAIFA • 11550.N.PERVENT 9035/115 uSOFVENRREQIARED - ILMM AOF VEN75 NgND® 5 'ARFA OF ATTIC STHE Fmm—OPINE NOISE. LEM THE OVENHNG C TMM OF WALLTO DMIOR OF WALL. NOOVEINANGS IMMMED , &B O' M. FIGT. 1� M71 1iillWME, .N im , Cd-7_fi79 v REAR ELEVATION SCALE: I/4 • F-m' TEXTURED PINION OFF RIDGE VENT #W-8' BRG. 4JGT. 1 m' 'a N m LEFT ELEVATION SCALE: 1/4 . V-m' TEXTURED FINIBN OFF RIDGE VENT 'a N ------ ------ - - — - — - — - — - — - RIGHT ELEVATION OCALE: V4 . 1'•®' TEXTURED FINIOFI 2 I I I I j ® I I I I � I DECO. DTL. A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 �emm stn! DIV. •e LATs SILVERADO LOT #9 BLK. #11 PROJ=T 04128.002-09111 MOX)M 1 4EBB "1828- CALI" GARAGE sWING. RIGHT PAGE: ELEVATION "D" 150 MPH EXP. B r10/23/18: 1/4"=1'-0"r 2D ELECTRICAL LEGEND SUTC 4 Y 6WTCW 4-46-TANDAND Y6WTN:W ER SWITCHHUTTON ON(ECT (DBv20-AMP) MPTACLE RECEPTACLE RECEPTACLE PAUL? AMPER RESISTANT TYPE) MOH DUPLEX OUTLET (HALF OR OUTLET IRED TO 6WTCI4) 4& LLWTERPROOPKaPI CEPTAN:LE MROUND FAULT RECEPTACLE EFRECIEPTACLEOLOOIQ P;�V:EX TACLE (4 WIRE L MOUNTED LIGWT ILING MOUNTED Lout LIGHT LI24NT L SCANCE PRE-IUR'E FAN WITH LkW4T (1 CPM PER 6Q PT-) an BU.B LIGHT FOeTURE a2Eba M" LIGHT FIxnm Amampmabm aU L16N'T PblT1RE ' TRACK LI91.1TMG TTIC LKsFR WTH PULL CWAM }=>d( CA6KcT LIGHT ® k4' FLUORESCENT LIGHT (RECE$6ED) ® k4' FLUORESCENT LkbNT (SURFACE k4' FLUORESCENT L614T (REC.E66ED) • O CES6 LIGHT ONCE" LIGHT (VAPOR PROOF) ILNG MOUNTED LkbHT WTW J-EOX OPT. PAN PANEL (FIELD VERIFY T ) iML K,D .BOX (IUALL MOUNTED) -EIOX ICEILMG MOIMED) ILMG MpMED FAN 0 NUNT PAN (I CRM PER BQ PTJ y JAac 0 DETECTOR lCE1LNG MOUNTED) DETECTOR MELM n'E6 N JACK "E PORT • LOCATION OF TV JACM 4 PHOM OUTLETS 4 FANS TOES VMPgW • 14OMG0004t PRE -CONSTRUCTION MEETMG. • ALL RECXPTACLE6 IN ALL NWABITAELE RO" TO Ma ARC FAULT PROTECTED PER NEC 210.0(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI . ISLAND (NOT ON KITCHEN CIRCUIT) • DISH A6 ER DISCONNECT TO BE LOCKOUT IN PANEL • BATWR= M EXHAUST FAN TO WAVE MIN. CAPACITY OP S0 CR1 HIER ITTENT PER TABBOT LE MA OF FBCR a►Tu EDITIOIN nonz • LAUNDRY ROOM RECEPTACLE SWALL BE GROUND PAULT CIRCUIT•NTVVAV'PTER PIROTECTION POR PERBONNEL ON FEEDERO) • WIRING METWOD $HALL BE NON METALLIC t:AELE A6 NEC 2014 ARTICLE 3ODA(SX2) • ALL RECEPTACLE TO BE TAMPER-RE5I6TANT . eT i� eslnw Noel I we aea e�Tsn wr ruin r�c_R AND tba\ CF LIGHTING MUST BE ENEMY 1!FPIGIENf TYPE PER PEG ENERGY CQNOWWATION e L6IDENVAL ENERGY EFFICIENCY) 20M. 64h EDITION R4041 CEILING MTV. LIGHT TO ISE METALLED, PROVIDE J-dm POR OPT. PAN ------------------------------ COACH LI4WT ELECTRICAL PLAN SCALE. 1/4' r I'-V' FIELD LONG R ©©L7—. ERNE 00 Q©O 0101=111111 ©©© mEO� DV i� ©ao�-.:��IOL1RI EoQ Q©� mEO��_ 00 EO mloo. sr�o mo • s�alo ®ao mm mo • oom oom oo m ©om • s>so o® ess® ®IooY ���� o© �o oo Eoo • _ • oIo1110 m �� �E EiJEO • ooE� ��� pia EJ•� ��� ELM SEES 0MEN 0 E11• s0 wtica iew is a.ruawcaw�i n. I.w. � nN1Pwu •+aNlw 1W rrrrl •aM a 011 % N • P6 CU IN2' CONDUIT OR S . N6 a U IN 2' CONDUIT. EI01NATE ABOVE SOFFIT • oVem wow SO AMP ELECTRICAL RISER NOT TO SCALE. 00112 NATION 6ERv= BN6 AMP 019 ONaECT SNITCH AND 120/740 VM AA BL!NOTMM ELECTRIC METER IN IP�HAS! TRIGAL MAVEN" AND INSTALLATIONS 6MALL N6iA !R E 40LOWME PAtIL COMPLY ueTH ELECTRICAL P90OV161O S OF THE BECIR 64" EGlTJOlLl7S7b LOCAL COMS, AND ALL. LOCAL POIIlR COMPANY REQ NINIMENT6. BOA/7P B. ALL CONDUCTORS 61141 1 BE TYPE TWMYTNW UNLESS mcs NOTED OTNERINSG POUER COMPA TRANSPORtR PROVEN I60 AMP W440 VOLT. I PHAE 810O NDARF ELECTRICAL SERVICE. PROVIDE 5 9 COPPER fCU) N 1-I612" DIA 60WOU1.E 60 PVC CONDUIT OR PROVIDE 2)0 ALU461M (AL) IN2" VIA OC 6C ULE •0 PVC CCNXR UNLE1116 SERVICE 16 PROVIDED EY THE ELECTRIC COF'1'MNY. COORDINATE UTW THE ELECTRIC COMPANY PRIOR TO 50. 7E1.01MI ! SlIRVI:t rer • TELEVIaION ENTRANCE aER/ILE ENTR•aca aww"ER ww"ImNT EREMINAL T LONDN6 VOL?A AL AT LAW vOLtAab! Cw!lCtloNb 1 .4 CU SERVICE daROUn CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PIROVBk" OF TWE PISCR$tH ec¢>@lsmr>z 6(N' DIA X S ALONG COPPER CLAD GRAND ROD 1441 N. FUONALD REA01W BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 40T-774407E www.abdoslgn0oup.com 41. AA #: 0003325 IUDDIV. Sa w1r. SILVERADO LOT #9 BLK. #11 INROMKITU�E 04 2 .0 2-0 MODEM, 4EBB "1828-CALI" a ARAOR aTi MO: RIGHT PADS: ELECTRICAL PLAN 150 MPH EXP. B 1-I'T12 `l DATO 10/23/18 !SCALE: 1/4"=1'-0" simcm E1 1 I I I I I I II I sa I III II III r�r'r = ------ I` 0 O III.II I -- ---- `----yi I m I II I 1 II I I II II I 2' VTR y . \��I g' VTR KsIw uv �i 1n AliTO VENT1 1/2"� I ` 2 � I f L-----J AV IOU I I WC 5 7UB 7 I LAv I •2.l� r LAV I I 9 I I 3' g E'4i11Q T WASI-MR 2 CO 4 � --- 4 r_ TO E RAIN PLUMBING RISER DIAGRAM ---------------------- I PLUMBING PLAN SCALE. 1/4 ° I'-C' 144I N. RONALD REAGAN RLVD. LONGWOOD, FL 32750 PH: 407-774.W78 FAX: 407-7744078 www.abde*W)group.com AA 8: 0003325 �i SUDDIV. Je LOT. SILVERADO LOT #9 BLK. #11 PROJECT 04 28.0 1-09111 KODEL: 4EBB "1828-CALL" GARAGE OWDM: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B ROLAW a ABOUCHACRA L AR NO 93M DwRINT 10/23/18 SCALE: 1/4"=1'-0" aml= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SMALL BE SEALED WITH GLASS PAIS t MASTIC. AND INSTALLED A6 PER MC; 6TH EDITION 0011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL USI CLA66 I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF V IOOT14 GALV. METAL. OR OTHER MATERIALS AS PER FBC 6114 EDITION (201) MECHANICAL CODE SECTION 603 6. ENCLOSED 61.90PORT PLATFORMS SMALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20M) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, 61,I0UEPS, SPAS AND SIMILAR BATHING FIXTURES $HALL BE MECHANICALLY VENTED IN ACCORDANCE IUITH PBC 6TH EDITION (20T) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETRIED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL NAVE AN APPROVED PIPE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SMALL BE NSTALLED TO M CL RECOMMENDATIONS AND FOG 6TH EDITION (201) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DEIF BOOSTER FAN OR EQUAL. PANTECM DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET IUTH MAX. SIX ELBOWS. ATTIC CEILING O C PLENUM T b. AIR 6UPPLY AIR HANDLER 1 EVAP.TRAY SCORIATED NICKEL BRONZE FL. PL. 1 1 HVA NOTE, ALL MVAC TO HAVE PROPER PANG W/ DRAMS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LNE6 EXTERIOR WALL 3/4' PVC CONDENSATE DRAM LINE PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO CONDENSING UNIT TRAP ORAN LIME AND TERMINATE IN AN AP'ROVED DRAM, AS PER POOR 67H EDITION (20n) MECHANICAL BLDG. CODE SECTION Ur2A DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K "AM 56WO INSIDE SERIES NICKEL DRAW TOP CAULK P.V,C OPTIBPEC T4FL00R SLAB CLEAN -OUT (TY�P. ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LME" RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN RCEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR T1 ERM06TAT m PA66-THRU AIR GRILL SECURE STRAP TO CONS. W/ W-3/16'X2' TAPGON6 C�LNIT R SIMPSON LLB ROLL 6TRAP OR EQUAL 4' CONCRETE GLAD SECURE 6TRAP TO UNIT W/ (2) NOW 1/4' 6HT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12, FROM STRUCTURE COUNTERfilkx W. PLUG FIN. GRADE OR PAVING OPEC. I'-S'X6' CONS:. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g�)EXT. GROUND CLEAN -OUT (TYP I NOTE, ALL MECHANICAL EQUIPMENT SMALL BE INSTALLED AT OR ABOVE F.PX. ELEVATION. MECHANICAL PLAN SCALE, 1/4 s I'-0' El aysniv. LOT: SILVERADO LOT #9 BLK. #11 PRO"WITO 04128.002-09111 moaau 4EBB "1828-CALI" oARAOM BVIE11 . RIGHT PAGIM MECHANICAL PLAN 150 MPH EXP. B VFWT-T� L AR NO W723 J Dw� 10/23/18 BCA=: 1/4"=1'-0" aIIL'w M1 �R 2X4 TOP PLATE FINE-PAB TRUSS vt' cLG BOARD . 14. DRYWALL. 2x4 UK= STUDS ♦24' or - PIN. PLR NOTEs STUDS 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 2x&, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-V FIBERGLASS 6HINGLES OVER •80 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RImMl1 ON I}' OAS. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I.-0. TYR OA 1/2' THICK, 2 COAT PORTLAND--L— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FK FLR _ S/6' GYPSUM BI OR 1/2' Hk9H STRENGTH CLG. BOARD S' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. &' CMU 1,12' GYP. WL. BD. WOOD BASE - e . • e. 4' W/ WINDOW OPENING FIBERGLASS 6HNGLEB OVER •80 FELT PAPER OR SYNTHETIC PRODUCT. INSTALLED PER SECTION RS06.0 ON OAS. &EATHNG OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 14' TNICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FN FLR a. . B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 90$M - FOR ROOF T 4 1—STORY HIP BLOCK WALL (-2) LLAAYERIUNDERLAYMENT SYSTEM SCALE, 3/4'.r-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER A81M 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D roib 1 &Aro O•L 1 Lam nc GLIM FM W L►f n GYP 0- m = We 2B GAS LINE THRU BLACK rxa, vn— FIiBERGLA66 SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80&.LI ON I. 0.65. SHEATHIING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER 6TRUCTURAL DETAILS V2' THICK. 2 COA1�� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR � _ CI- Ft FIN FLR 4 6' CMU • . a' 4. n W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0* 2x BLOCKING BETUEEN TRUSSES PER STRUCTURAL DETAILS FIBEWSLAS6 SHINGLE& OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON j' O.SS. STBPBACK AT ALL UPRIGH76 SHEATHING OR k COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG LLD. TN" TYP. MTL. DRIP EDGE ON. PER ELEVATION 2x FASCIA PER ELEVATION& CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE -ENS. GABLE TRUES INSULATION I4-VALUES PER ELEVATION WEEP SCREED &M' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK 2 COAT WINDOW ATTACHMENT AS PERLAND CEMENT MNdIFACTUFE6 SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY AQ P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. IIL. IBD. S, CMU WOOD BASE I RUT., (1)1—STORY GABLE BLOCK WALL l\pV SCALE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407.774407E www.abdealgnSoup.com AA k: 00033251 a C a stnmxv. as L,oli SILVERADO LOT #9 BLK. #11 raollmoTif04128.002-09111 MODmL' 4EBB "1828—CALL" OAAOR s1RliG 3R RIGHT PAOm DETAILS 150 MPH EXP. B �u� A N DwTO 10/23/18 WCAI.m: 1/4'=l'-0" simc" 11111. D1 A-810LTG 4' EMWEDFWNT MN EVERY FROM FLOOR TO J- w— E 6jwL — slw IL 8EC1#C Res ON FLAT TO WX W CUT NASA. OMM& 2X6 &ADAGE DOOR W= W ls) 18 K'Xe' A-IOLTs 4' EFTSlDI'!M MU4. ILV 790 9L484ER AND MR WACED RVIRNLY P ROM FLOOR TO GARAGE DOOR WM N JONTs PRIOR TO P LLNG. 1-2XS PT -1. a CBNTER Or OR DOOR DOOR HE4DW WKIPAJ-DOLTO W 048010HINR W 2')0')4' URA814"JR ANp NdT. 0E N TO MAMPACIUUERs INSTALLATION NSTRICT046 UR61E 8UC4 NETIWCNM AIR MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4CYi w .rr e' cm IA' DRYWALL PX4' OR I92' P.T. NAILER bc4 P.T. OR %'X4' MINL SECURE TW RU FRAME 4 EXTEND I Yi INTO BLOCK ❑ W/ i%' TAIR ONO (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-yr WITHIN 8' OF EACH END 4 IBM OZ. MAX SPACING ZDOOR CASING `DOOR JAMB OR WINDOIU ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AB NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 A + 4 4.< E, K 1i S 2X4, SECURE TO BLOCK W/ :){e• TAPC0NO OR (MIN. SWANK SIZE .W5 MIK WEAD SIZE 300 MR EMBEDMENT 1419 WTHIN 5' OF EACH END ! WO.C. MAX SPACING. 2X6,m SECURE TO BL W?- ' TAPCONB(MIK SBANK SIZE .145 MN. HEAD SIZOOO MIN. EMBEDMENT I A-) WITHN 8' OF EACH END 4 8. CM O.C. MAX SPAGNG. �• DRYW,gL 2XS, ® ❑ I'X4' OR SECURE TO BLOCK W/2-L)(e' TAPCONS (MIN. SHANK SIZE .W5 MIN. HEAD 812E 300 DOOR MIN. EMBEDMENT I Y♦') WITHIN V OF EACH END 1 MANJF 1'X2' P.T. NAILER CASING JAMB OR WINDOW H TO 2X PER AGTURE8 DETAILS. 18 O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2" u 1FDJD011 TO BI�CK +1-1 ' 2X4m SECURE TO BLOCK 16V 4)(e' TAPCONB (MIN. SWANK SIZE 145 MIN. HEAD SIZE 30O MIN. EMBEDMENT I Al) WITHIN 8' OF EACH END ! NOTE, STRUCTURAL 2X WOC MAX SPACING,MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Wb' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. WEAD SIZE 300 • CMU MIN. EMBEDMENT IYi) •DRYWALL WTWN W CF EACH END 4 IV O.C. MAX SPACING.�14-X4'OR I'X2' P.T. NAILER 2X8,m SECURE TO BLOCK W/2-4)(e' 7(r' ObB. X 4' MIN. TAPCONlb (MIN. SWANK SIZE .145 DooR �M MIN. HEAD SIZE 900 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 .10 ATTACH TO 2X PER WTHIN 8' OF EACW END 4 MANUFACTURES DETAILS. 18. OC. MAX SPACING, NOTE, SWIM AS NEEDED TO PLUIMIB JAMB (00 NOT EXCEED )Ao ) DOOR JAMB TO BLOCK +1-� RINDOI/ TO BLOCK +1-1 ,�e C 8CAL£, KTA. 2X4,s SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y1) WTWN W OF EACH END 4 NOTE, STRUCTURAL. 2X *'Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED TWROUGW 8ECURE To ELOCK IWJ-%, OCTUR4'L ' NON-STTAIRCONS (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 811E 300 MIN. EMBEDMENT 149 8. cm WTWN 8' OF EACH END 4 If' O.G. MAX SPACING. j-X4DityukALL OR VW P.T. NAILER 2X&m SECURE TO BLOCK W/2-%' CASING TAPCONS (DOOR IMIN. SWANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACW TO 2X PER IIATWIN 8' OF EACH END 4 MANUFACTURES DETAILS. IW O.G. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" �,_ �J1DO1F TO BLOCK +2 1/4' 2X4m SECURE TO BLOCK W/ V TAPCCNS (MN. SWANK SIZE 345 MIN. LEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END ! NOTE. STRUCTURAL be IS' O.C. MAX SPACING. MIST BE ON OUTSIDE 4 SECURED THROUGH SECURE NON-STRUCTURAL w BLOCK UYl•�)(r'TAPCON TTAAPPc MIN. I-Y1 (MIN. SWANK SIZE 145 EMBEDMENT INTO BLOCK MIN. LEAD SIZE 300 • Cm MIN. EMBEDMENT I Y1) 'DRYWALL WITHIN W OF EACH END ! IS'Or- MAX SPACING 'X4' OR 17Q' P.t. NAILER 2XSm SECURE BLOCK UY2-%' ASTO DOOR CASING (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4-) DOOR JAMB OR WINDOW WITHIN 8' OF EACW END 4 ATTACW TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" E E, NT . 2X4m SECURE TO BLOCK W/ V&' TAP0" (MIN. SHANK SIZE .u6 MIN. HEAD SIZE 300 MIN. EMBEDMENT OW) WITWN 8' OF BAC 4 END ! NOTE, STRUCTURAL 2X If'Or- MAX SPACING. MUST BE ON OUTSIDE ! 2X&m SECURED THROUGFI SECURE TO BLOCK W/2-V NON-STRUCTURAL V TAPCONS(MN. SWANK 812E TAPCON MIN. 1-)4 45 EMBEDMENT INTO BLOCK MR WEAD 812E 300 MR EMBEDMENT 1149 W OF EACH END 4 8, cm Jj• DRYWALL IS' OL. MAX SPACING. 2X&m PX4. OR PX2' P.T. NAILER SECURE TO BLOCK UA-%6' 2ND 2X SECURE TO TAPCONS(MK SWANK 61ZE STRUCTURAL MEMBER µ5 LLV(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' Or- MAX MIN. EMBEDMENT 149 OOR CASING WITWN W OF EACH END 4 DOOR JAMB OR WINDOW 10' O.G. MAX SPACING TTACW TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAMB TO BLOCK +3" F 2X4m SECURE TO BLOCK W&W TAPCONB(MM. SHANK SIZE 10 MIN. HEAD SIZE 300 MN. EMBEDMENT I Y♦') NOTE, STRUCTURAL 2X WITHIN 8' OF EAGW END 4 MUST BE ON OUTSIDE 4 IS' O.C. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL %0 SECURE TO BLOCK W-1/4' TAPCON MIN. I-Yi TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK u5 MIN. LEAD SIZE 300 S, CMNJ MM. EMBEDMENT 1)41,) • p�yygLL WITWIN W OF EACH END ! W O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8® SECURE TO BLOCK WI-1/4' Y6' OU3D. X 4' MIN. TAPCONS (MIN. SNICK SIZE J45 DOOR CASING MN. LEAD SIZE 300 MIN. EMBEDMENT 14") DOOR JAMB OR WINDOW WITWN W OF EACW END ! ATTACH TO 2X PER U' O.C. MAX BPACINCs. MANUFACTURES DETAILS, eve. rN 4eeamo w wa�ars rooevr ax®i'i DOOR JAMB TO BLOCK +3-7/18" G. R K +8-7 B' E, N.T.B. 2X4m SECURE TO BLOCK W4XV TAPCONS (MIN. SHANK SIZE 345 MIN, HEAD SIZE JIM MIN. EMBEDMENT 1 Y4') 8' EACH END ! NOTE, STRUCTURAL 2XWITWN IS' O MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGFI SE TO BLOCK UYI-V4' ECUR SECURE NON-STRUCTURAL 9(r' TAPGgVS TAPCON MR I-Y4' (MR SWANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4') 8' CM WTWIN 8. OF EACH END 4 V DRYWALL 18' OZ. MAX SPACING. ❑ 1`X4' OR 17O' P.T. NAILER 2X8s>o SECURE TO BLOCK W/I-1/4' P.T. X 4• MN. TAPO" CASING (MIN. SWANK SIZE J45 MIN. MEAD SIZE 900 HrhL EMBEDMENT I DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER IS' O.G MAX SPACING MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED & ) DOOR JAMB TO BLOCK +3 3/" H R LOCK + 3/4 ' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407.7744078 www.abdes4pVoup.com AA 9: 0003325 svaDIV. Se LAT: SILVERADO LOT #9 BLK. #11 PROJWT 4128.00 -09111 IL[OIDLRu 4EBB "1828-CALI" GARACUIE swam: RIGHT PAOJC: DETAILS 150 MPH EXP. B ISINT 10/23/18 SCALE: 1/4'=1'-0" iIEET 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 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/Z018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/Z/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 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 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 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 1Z/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 1Z/31/2038 FL 5891.1 THERMA--TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 IV31/2020 FL 13265.1 FL 4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 1Z/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR W31/2018 FL 7006.4 KID SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL UNTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 1@ W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/04/2018 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdes4pWoup.eom L AA 8: 0003325 h 8 WW 0 0 3 RlUDDIV. as Loln SILVERADO LOT #9 BLK. #11 PROJECT 04128.00�2-09 11 MODRU 4EBB "1828-CALL" GARAGE Mfnal: RIGHT 1PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B F10/23/8 1/4"=1'-0 "D3 PREPOIS 0 CCNTIROL JOINT- PLAiSE OP CONTROL JOINTS TO M WAD TED TO LATH • V Or.. MAX (VERTA MM DO NOT PA61M CONTROL JOINT TO WALL EVEN Is STUD EXISTS BEYOND D(CEPT STAPLESV U L2RQt4ACONI OL JOINT tEPI•. DURN6 INSTALLATION --, PA6704M TO M SPAS--7 • 1. OL. MAX VERTICALLY / D COAT CEMNT PLASTER WINE, LATER 4, FO POP oftom PAPER APPROVED FETAL LATH FASTENED 41• (VERTJ Or. MAX AT SUPPORTS UM LATER ti 6TUCC0 WRAP UGOD SMEA701NO rTPN• LAIN SMALL NOT r"11 as CONITNIXXI6 *-low vTOw T411110014 CONTROL — JONT6 gw 6NALL M STOPPED AND TED AT EACH SIDE. PER ASTM CIMS PROVIDE 2X4 WILOCKNS 1.1014 PLACED AT MAX 6• TO S' R \ PROTI CONTROL JOIN WEN COMIROL JOINT PALLS ON NOTE,ASTEPEIRS e / 6TRUCTIRAL S1tD POR LATH TO M HALO O STAPLES N COMPLIANCE UV A61M CW&S i 2. URE TES TO 8E NO. E) 00416' Alm i-• 3. BLOCKINCr SMOWI MAY M IN ADDIT \ TO IIALL STUDS REOUIIRD PER PLAN OLPCLD R4WD•R.A as" OLROLD wwto I•.A L CIRAN • Pr. m L 011111AN • PT. C OLPgA NWID •R.A L C#AU • Pr. II PaD s ® l FOLD NIMID • PI. A L QOAN • Ft. m L COMAN • PT. C 4 POLD or. C dam M. m 0 mCT101 ~A411111 wTme TRM UAL PCLD. OQ am. CUR. APPROVED BUILDNs WRAP SMALL M LAPPED A TNR1Pt21 OP W • VERTICAL LAPS (ROLL ENDS) 16• a HORIZONTAL LAPS. ALL SlAhN N[!D TO M TAPED UT14 PORTOER S EATMINS TAPE / r MK LAP. MT,. LAIR \ bC X X ..x. LATH VERTICAL LAP TO M I' �— � , � METAL LATH I UNIS LAYS" ti. I*- MN PAPS19LAr I&LOW ONLY 6T1N:co IURAP LWM LAYER -2, I �MR.000PPAPER PEkR/ \ I 2VAPER SCALE.( LAP ® KICKOUT DETAIL Y) pAav i � I a I -.-- RMTme 7I614 UAL time on IOLORR DO.tl�J71U PRT «laraur AT mOR01/ A R00 e HIMNCTWm E07EL 60E LAM OP METAL PLASTER 6AMA SMALL M aEQIIRED TO INKY SMALL M TRO MTOM SUPPORTS WITH 004%•N. (W-MM) WIN AT NIEMALA NOT MOM THAN V (22%41M AS FOR A&TM C1661 TN. POPt OP TEAM N Wm LAYERS, TEAM MAY M PATCNED W/NOaE WRAP TAPE PER MONIl. aPEc. OR PEEL A STICK UCOD Snc "AIMNS BUU.DINS - PAPER STUCCO — i THICK 3 COAT MIENT PLA6IER METAL LATH MID LAY= % PORTlmER BULDINS PAPER ROOD SMEATMNS . LAT. . PAPER WOOD SHEATHING OR CMU WRB LAYER'(, STUCCO WRAP (FRAME ONLY) }' THICK, 3 COAT CEMENT PLASTER(FRAME), I/2' 2 COAT CEMENT PLASTER(CHU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOF/WALL SCREED Z S'X5' 'L• TYPE CONTINUOUS GALv. METAL FLASHING Z (NAIL TO ROOF DECK, NOT WALL SHEATHING) c1 CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. U CUT AND OVERLAP ONE SIDE O► / SEL�A2IERNS MMlR.AJ�E �� STEF 01 INSTALL RUTDlR6 (CLIP 6. 6700%. STAPLES) AS — fmmam D TO aCCIIIt Ism um TO PRAMNS I PE ,T.S. 6Sr6' SELF-ADIERN6 T'E•EIRAIE PLASMAS (001PATNSLE W/ MOUSE !!MP MATERIAL) OVER 4Sr4• aELF.ADMERIIS FERRATE PLABMNS OVER APPROVED MOUSE WRMR R_A6MNS To EXTEND awa p"m C,t�� 11� CUT AND OVERLAP ONE SIDE OF STEP 02 PLAsWM MRIMRANK WM LA SSWCOOO W�RAI• Ulm LAYER 9. FGRTIPMM BUI.DNS PAPER METAL LATH SmF•ADMERNS T'lMBRAIE 411,16 OVER APPROVED W COW' READ OP SEALANT INSTALL APPROVED MOUSEURAP AIR NPILTRATION DA I RER OVER S OATWM ELASTOMMC COATINdr OVER 6RNCCO/ C.V. PNRN (SEEM WALL SECTM SECTION PER SECT ON Baabr11i1YmRtl IIRsIMmm Emerlor use of portland amend plader .hall...ply with the eppNation r.qulremerts dASTM C 92612A 1-hillation W.A.dor WO*V enrl ft ft shell comply with ASTM C 106312A TRATION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO L.- SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S41-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA S: 000332E e Z O 3 BVHDIV. at I.OT. SILVERADO LOT #9 BLK. #11 PROJWT 04128.001-09111 MODULI 4EBB "1828-CALM" GARAGM 8W1WG: RIGHT PA08: WALL ASSEMBLY DETAILS %J50 MPH EXP. B BACKER ROD BACKER ROD W 5 LAYER M, A•nk-rr 1~P INSTALL 6' SELF-ADWERMG MEMDR.ME PLA6WMG OVER TOP, SIDE(6) AND BOTTOM FLANGES Or NON -MOVABLE FRAME OF TUNE EXHAUST. SEQUENCE OF PLASWNG TO BE, 1. BOTTOM, 2. BIDES. A TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY MOM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERMTER OF NON -MOVABLE FRAME AND STUCCO AL.�L AJJMS' X' CAULKING 0 JONT PER SECTION R708.7 Exhow kNna end araeetlro Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. ,ilk �— WOODED VENT THICK, 9 GOAT CEMENT PLASTER METAL LATH UPS LAYER, FORTIFIBER BUILDING PAPER WOOD SWEATWING V DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - • - • - • - BUILDING PAPER) METAL LATH X—X—X—x STUCCO SELF -ADHESIVE - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANLF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASW' — — — -I PIPE TWRO Ud*W WALL V SELF ADFESIVE- FLASWING (INSTALL PER MANUF. SPECS.1 BUILDING PAPER — UNDER *QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. CUT OPENING IN APPROVED WOUSEUXA P FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED WOJSEWRAP BELOW ELEC. METER FIEL I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA NO MEMDRArB ENTERS BOX. UAPPLY STUCCO SCRATCH COAT APPLY TO PA EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYISLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY £-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC WOOD 614EATWNG URB LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATW .PA6TlN TO WOOD 67111JCTU6AL MlMItR • 1' O.C. MAX .ar' URDti 8111w SELF ADFl61VE PLASWING, CLEAN MA60NW BEFORE APPLYNS V FN16N • MA517 i ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER M, STUCCO WRAP CUT X' INTO SELF -A *4ERfNG MEMBRANE FLASHING Y SE -ADWER APPLY LF AVCs MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRSLAYER M STEP *1 STEP 1*2 NMI I WM LAYER M, STUCCO WRAP STEP #3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF-ADFERMG FLASFIMG OVER APROVED HOUSEWRAP ® IRMEMBRANE FLASHINNG �- WRB LAYER "2, FORTFIBER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISW ;&METAL (SEE TYPICAL WALL SECTION) LATW STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774�4078 www.abdoeWWoup.com AA 4: 0003328 sysDiv ioT SILVERADO LOT #9 BLK. #11 PROJECT/► 04128.002-09111 M0DzLA 4EBB "1828-CALI" GARAGE 8VMC;: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESIVE FLASHING - - - - 2 1/2' CORNER BEAD (FASTENER 4 SPACING A 9' O.C.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407.7743078 www.abdosWigroup.com AA R: 0003325 anon, sum a LOT SILVERADO LOT #9 BLK. #11 Pnoj=Tp 04128.002-09111 moDau 4EBB "1828-CALI" GARAOM BVIUM: RIGHT PALM WALL ASSEMBLY DETAILS 150 MPH EXP. B PATNT DATjk 10/23/18 8CAtM 1/4"=1'-0" SH CRT WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING U =WMATNNe— WATMIt 1"OTN4 USAUUM9AMM IeMTN! 9X, � J� / \ O�XRI�60M R.AGWINS P RAJ6 r`i.'as4m `E""r' 6 SAMdT�MERR �eiN! 67ARTER eTRIP / \� \\ ERR 09e16TNE \�\ � RMfs GALV'D METAL W rLAANRb W &MMI G x, / %1w Tft" timmi ERAL /7Ar WK.OILKN5 ARRWVIyDDWALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosWigmup.com AA M: 0003325 h k yai H O IPRO sDmILVERADO LOT #9 BLK. #11 JECT* 4 , 0 2- 9 11 uoaaiA 4EBB "1828-CALL" GARAOZ 8MUMt RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B Afic fMar DA 10/23/18 sCA* m 1/4.=1'-0" sHE= WA4 IW TEXTURED \\ FMISN • WOOD, • :: r:...: • .... // / � V2' TEXTURED FMISN o CMU x 2x6 SUB-BANb W/1'x4' NOTCH METAL LATH x x x x x /--'--- -- ' END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP oRBFa:ATHING cm x x x x x x x x 1 UM LAYER h, 1" DRIP EDGE D STUCCO WRAP(PRAME oN.Y) x x x x x x x x x x x x WRB LAYER 41, FORTIFIEiER < x x x x x x x x x x x x x F—---------- I 1/8' TEXTURED �` BUILDING PAPER �.¢ onlLr� x x x x x x x x x x x x x FRAME OR CMU 1 FINISH A WOOD � 2X6 eue e4ND ROOFINGI CEMENT x x x x x x x x x x x % FELT PAPER I/S In' TEXTURED j � x x x x x x x x x x ' tt FINISH a CMU \� DRIP EDGE x x x x x x x x x DRIP EDGE DRIP �\ , i METAL FASCIA WRAP ' FROM � `� © PLAN t5 METAL KICK OUt x x x x x x x x (REFERENCE POINT ONLY FOR WALL OFF L� x e STUCCO, I' FROM SET OF COMPONENTS) WOOD WALL \\`\ EXTERIOR WALL METAL FLASHING, WRAPPED (FRAME OR CMU) `� MIN. Y4" ABOVE BOTTOM OF ,/� DRIP EDGE +� \\ NOTE: NOTCH FOR 2X6 : 2x SUB -BAND SUB BAND ONLY ROOF KICK OUT REMOVED ; .. :: W/%'x4' NOTCH B \ \\EN FOR CLARITY IN ROOF DECK (BEYOND) EEL 4 STIICCKD *ROOF CEMENTROOF • DRIP EDGE, I' OFF WALL NOT INTO STUCCO) OMITTED OR \ 11'7/8' TEXTURED FINISH 0 CLARITY ;WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL \ FINISH * CMU / / 2x6 SUB -BAND W/1'x4' NOTCH ` END, WRAPPED IN PEEL t STICK ®E L E V,4T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 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 FRAME OR CMU PE-ENG'D TRUSS TO BE CUT 0x 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 ` ' ,. ' WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x ...,,:.. ..: ...:. .... r,-nxs• :..:.:..::...::.::;.':.::.:..:' 2'x4'x4'-0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (OENF�POINt CWALL W/12d NAILS 6'-S' x x x x x FOR O.C. MAX. x SET OF COMPONENTS) 2x SUB -SAND W/1k'x4' ... NOTCH a END METAL FLASHING, WRAPPED N. Y4 ABOVE BOTTOM OF DRIP EDGE METAL FASCIA WRAP .� W/U4'xd' NOTCH do W 'x4'NOTC END, WRAPPED IN I=L AN A ® PEEL 4 STICK DRIP EDGE EXTERIOR WALL *ROOF CEMENT 0 (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK—OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774.4078 www.abdoeigngroup.com AA 0: 0003328 8 0 3 aVSDIV. as 1.0 .. SILVERADO LOT #9 BLK. #11 n JECT*- 11 MoDELt 4EBB "1828—CALI" GAAA0Z OVID90. RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %150 MPH EXP. B ARCIi1EM WA*M OF _qi ff_ v 1 2 ` A CRA AR NO Y0723 D TM 10/23/111 2lcAm 1/4"==1?'-0" s VY AV 39'A" 11'-0" 28'4i '-4" 9'•8' 9'-0" 15'-toll 3'-4" Jill — I FM-12X12 1 FM-12XIS 4" CONC. I' § SLAB I I . 1 ILL o e' +3 1 n 1,-0" LFl-24X24 10'4T 10 I r 1 FM•12Xi8 XTEND 1. 1 I •I SLAB 1 117 I I I IO I I SLAB f I �I � I Ix ILL I •I I• I I 1 4" PVC %CHASE b Q�� — I "2 8 17-0" 5 3 1 I • I �I i• �I I I i I -EXTESLABLD I 1/2" 2 14" CON�I m FM-12X18 SC. LAB awl X r, 1• oy 1 3 to y l IgL I 3•-4" I c;1-7 1n L 1' FM-12X18 J F14.12X12 MC-12X18 FM-12X18 FMC-M18 4 4 .1 .1 10'-2" TAT 2'-8" 161-0" 2•4r 21'•4" 14'-0" 4'4" 39'-8" FOUNDATION PLAN SCALE: 114" - V-0" z O n 4" CONC. !SLAB TOP OF sue FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.121INDICATED #5 BAR, GNDICATES #S BAR, MDICATES #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", 08 -36"), 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 IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES 8J ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13IASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530.131ASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT XW PSq, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i 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, 81h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 8xe W1.4%W1.4 OVER GENERAL 3 12' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY AS . WTH SCHEDULE PROVIDE EACH WAY MARK WIDTH LENGTH THICKNESS I BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TEA 8" SEE PLAN toll - O i - FM-1202 12, CONTINUOUS 12, - (2)#5's ♦ol'.1p FM-12X18 12' CONTINUOUS IS, (2)05's (t)0'-(P FM-18X18 18" CONTINUOUS 18" - (2)#5's FMC-12s18 12, CONTINUOUS 19' - (2)#5's #51N CURB V RI S F-2424 24" 24" 12' IN alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 h tQi tl O C a -1 E-7 aZMDIV. & ion SILVERADO LOT #9 BLK, #11 PR JWT 4128.00 — 09111 moDz]w 4EBB "1828-CALI" GAiewoa awnrG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B r BTAAROHMECT TE OF FLORIDA ROIMD A ABOUCHAM �aa�l�ll Dw� 10/23/1B aCA&Z. 1/4"=1'-0" a14EL"P S1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED •^— T7• i CELL SEE PLAN FOR SIZE AND d y CELL SEE PLAN FOR SIZE AND y, � •�o SPACING REQUIREMENTS O > SPACING REQUIREMENTS v� ?a C ui rc¢ t ¢ u, f !(�rr I I I �..�`..T` r �c GARAGE DOOR RECESS W d' N 8" CMU WALL O 8" CMU WALL 1 CORNER BARS, SAME SIZE AS BAR W W B' O b I IN FOUNDATION WITH W' LEG EACH (/'� I" Lu = m '- (� WAY AT ALL CHANGES IN DIRECTIONS '8 W N M TOP OF SLAB TOP OF SLAS I ... I v SO THAT THE STEEL REINF, IS CONTINUOUS • • -•II•I• MATCH AMOUNT OF CONTINUOUS BARS ILL `Lv/ CURB FOR MASONRY EXT. PORCH SLAB W//2"ISOLATION8" SEE SLAB SCHEDULE e BAR DIA 4" CHAMFER (,STORY) .• • SEE SLAB SCHEDULE TOP OF GARAGE - EXT,. POSLAB4" CHAMFER '' v. 1 CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE y -' 7;, UNITS SET AT ELEV: CHAMFER (2STORV)1S' W/ 1/2" ISgATION (1SOORY) p•-0. JOINT(WHERE24" SCHEDULE U*7 3d, JOINT (WHERESEE APPLICABLE) l . 6" CHAMFER (2STORY) Z a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR VVxD, BAR SIZE 31 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO 42' v EXTERIOR MONO -FOOTING r,, XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE ' scALE:34°=r-m sCALE:3/4"=,'-a' CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=V-0" ui uull J I 5 N NEW REINF. BAR a. SECURED W/ 2- PART 2"CAPPED a g EPDXY. MIN. EMBED GALVANIZED PIPE Q 8", UNO W/FLANGE ® BASE ¢ O FOLLOW ALL MANF. W SPECIFICATIONS FOR 4 USE H � M PREPARANDATION OF Z • HOLE. SECURE FLANGE TO uJ SLAB W/(4) ,/4" X 2 11W' TAPCONS ir j P 4" CHAMFER (,STORY) 8" CHAMFER (2-STORY) ADDING BAR TO BOLLARD : MONOLITHIC FOUNDATION SCALE:34"=1'-0 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z o� U 0. 01n 8" CMU WALL 0 M = TOP OF SLAB SEE SLAB SCHEDULE Z — • :. Z "ISOLATED" COLUMN PAD m CENTERED UNDER WALL AND POURED MONOLITHICALLY W,TH FOUNDATION AND SLAB SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUAWITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 0 SCALE: �� IN alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 It 2 C 44 0 MOP SILVERADO LOT #9 BLK" #11 PROJS7CT 4 .00 —09 moDSL• 4EBB "1828—CALL" OARAOa SWINO: RIGHT PAO)c: DETAILS 150 MPH EXP. B r-pnnmDA 10/23/18 sCA=.1/4"=f-0" a - 47 S1.1A DOWEL PLAN SCALE: 114" = 1'-0" alp IN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdesWigmup.eom AA 0:0003325 IW pa b O i.° iA i sumviV. a LOTS SILVERADO LOT #9 BLK. #11 P1tOdECTUi 04128.002-09111 MOD=J 4EBB "1828-CALL" GAVAGE OWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B ARCHRECT SATE CF FLORDAOF RORDA FMAW A. ABOUCHACR AR NO 937= DATA` 10/23/16 SCA�LV 1/4"-f-0" O C'� 1 . TIE VERTICAL REBAR TO HORIZONTAL R.-ARW/1a'HOOK GROUTED BOND BEAM VARIES PER ELEV. - 2 .4 C #5 BARS ■ 1 8" a 61 p 4, CLEAN OUT REQUIRED FOR INSPECTION r I K O l 0 FIN. FLR. RE ;.a TIE ERTICALBAR TO HORIZONTAL ■ R REBAR W/10-HOOK BAR SIZE 148 BAR DIA Iif- Z #3 IS, �O #4 24 CMU UNIT DIMENSIONS m ARE NOMINAL SIZES M U #5 3a' O 47 MASONRY SYMBOLS HORIZONTAUVERTICAL 3 � REINFORCING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdosigngroup.com AA 0: 0003325 w 0 rC 6: OLTaDIV. to LOT: SILVERADO LOT #9 BLK. #11 rnon=T/ 4 2-0 MODRU 4EBB "1828—CA13" GARAGN OWING: RIGHT 1PAGIM DETAILS 150 MPH EXP. B AAcI-IrrEOrk STATO CIE FLOADA �T 2 A CRA M NO Y07= DAATTO 10/23/18 OCMM 1/4"=1'-0" OMcm S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VV/(9)10d x 1 117 HOG NAILS. SMALL JACKS < 9' MAY BE NAILED VW (10)d x 1 1Q" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W1(10) 10d x 1 112". HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 Wl 10d x 1 112• HOG 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8"LONG, WITH, WASHER G 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOVMI ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) fe SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x6 (1)#5 1 GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 6 PRESTRESSED U-UNTELS SAFE LATERAL 8" PRECAST 8 PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS 4CIw 0-- SAFE LOAD - POUNDS PER LINEAR FOOT 4CawP�ww SAP�F°^D �1.1•GI.P. SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH w+o r+m +�'+am r+am sle4m IFYm IPaie6 TYPE LENGTH as � RCA81 TYPE LENGTH As4T OW� rMtt lF1►tt r1Kr aFffi1T armet an►tt rxa epatt rear ew4T Amer NJ6 awe Ann Alan runs AS/s rats suns Sfi t�'1 PRelrwsr 2i31 701a aru sm m sW m "m 3'e• (42) PREC/MT 1026 1084 few 34' (a•1 PRECAST Ella >m am 4mt YY a1m Ae, m 4m I"" ma mn fm,1 Itm flu am fMs 4w4 A IRM Tut (46� PRECAST tees m an am 4110 mnor 4'-0r (4e'l PpiCA6T m m 7306 450" N6.1 PRECA6T elm m 4m law m4W m 4m maIsli Mn IN" /tm ,fw all m m 4m mm mm 4W (541 PRECAST 1on 1m mn am 3m MRS e4011 m1 04' tom•) PRECAST e62 801 tOT3 4'3' le4') PRECAST far s1m sms 4em all am IRS 4M No MIT q m/2 UK It"1 tW Mm am Sam 41m 4MI 6310 S•C P41 PRECAST 1217 /am /m fm um loss alo S4' l6+•1 PREGIBT 411 471 746 94' �l PRECAST nM I um mt mla aln 43m tm fep mm Ian wn Im azA 2m mm am ARE S-1a Hal PREdIST 1a62 lug1fn m maU a01 afro S-ia no7 v1acA6T 346 tqe 616 6'.W (r6") PRECAST aw 2m f10/ awl 4m ,m, m4m n mw ,mr I aw s PW am 4,fa S•6' (In PRECAST IRS ,m mr sm mn alm ma M " 06) PRECAST a07 721 400 616• p69 PRECAST m MrAl Islam tm am am mh aloe aft sum" m tom low ms aro fen I sm 7'4)' on PRECAST m/nf Willtm am ml am am ass �' (�') PRECAST 4m Ain Suri' (ea) PRECAST 1a '-Ialoe fm art am am fm 1w m sas I am ms n+� PRECAST wAs,am m Im IRSam/ an us meH 6t4• "in PRLCJIBT SIR 812 NO64• (tt7l PRECAST m i sm. so m/ am ar m nm Im low I m m 174P (+1h PREGBT mam m m tar am am mm 10'� n2e9 PRECAST 261 4" te6 I" (t26� PRECAST m e/s aw , am mm No am volp" m m iiNA 102 Im aw 21118 1" (13" PRECAST 312 /Y sm "a I" am sw 41011 "4• (+30•) PRECAST 290 452 164 ,14• (13r) PRECAST 4n elf am tom 1 in Im m, w s tlm as a,a 4am ," an 11112 11141A 181111 am nK•l PRECAST ww w m ,m "N m m m4m tS 0' (Me) PNCASt 3M 40E IN t2�P n4/� PRHCABT m ta, m 11 , =17O m Iwo fm4 am = awe m me em ae Issej lem. am 13'4• Heal PRECMT 2N 4m m ma ,m us m Zia 1a4' t+60") PRECAST 2t7 824 110 1" Heal PRECAST 445 m 4m Im e" / Im 4m m tam ,m m m 2w m m m lm 1,411.1 ISR.1,w 14'-0" nee? PRECAST 279 m I m 141a (16a) PRECAST 206 293 t00 W4F Hen PRECAST a" m am *a m , tm 4m m lm ,= Im UM ,w a,a IW am 410 m m fen f , uo/ ' n76'► P NAm m m W m mt m m I" (Im PRB71REe8® NA 264 w 14'� n7n PRE 3w m 4w m m m f ms Ist i,n ,m m ,am m fam m ara I" (f6N) PAEEIIMaSEO N.R. m m m mt Mt m m low (18" pmwRom NR. 206 88 we (Im PRE81NBB6® m m na m m am m m m oil , +am 442 7n law fm I sr am m tr4• per') PRFQIREBB® Putm MR OR "It m m m m 1'M14' ( ) PREBTA6BBE N.R. 104 84 Ir< on PREBin7M® wm IN am m m at Tm m i m fat as "Is sn m m Rom, Imaq +S4• am PR/61RBSB® NAm m m m m ,S4• ( P NA 74e 62 1" Mn PREEN wm m m am 4m 4m m W 141 a0 1 M im m m sor Hal feu +m 2/4• (266'► PII NA m m m m m 214• ROP) PRIG NA IN 42 214• w" PMERUM /4Z iM Z" m for ma m of 40 lot m m ON ,OY mate m mftf4 1m /lm 714T owl PRE NR MR m m m1 m 2" "on PRESTRB m N,R" 116 40 mw pmPRNIT w m m m m sm m m slo am w/ m m am m m top taa fm 24W On PRSMFMM NR m m m m m 2 „ (n p NA 01 Ss 844 (26e') P ," W fa m >n n1 am 4w m m 4M m w m m m m m/ as Iam >m (#) 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. •ALLVALUEBTAKIN FROM TABLES' BY LOAD TASY CASTCWM MAY Will EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STAIM ASOVE •ALL PREOASTPRODWMARE TO BE INSTALLED PER MANLFAcnm SPHCIFICATIONB • PWAMMSMM C OF SEARM PMr EACH 8M OF TNIIDOW OPMW PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: IM126.03 L---- ====%.====——jL--------------mr-------m-- m—mJ LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesWigroup.00m L AA #: 0003325 , 011111 anon; evsn:v ae Lor SILVERADO LOT #9 BLK" #11 PllOJllCTp 04 .0 —0 11 1tGDSL 4EBB "1828-CALL" GA1RAGa 811IING1 RIGHT PALM LIFT BEAM PLAN AND NOTES 150 MPH EXP. B R10/23.11R/4"=1'—O"2 IF #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR N 10' HOCK i TYPICAL #5 BAR IN BOND BEAMBEAM OF BOND BEAM 3/4"=1'-O" NOTES TO THE INSPECTOR/CONTRACTOR TIP 8- I 5 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM ro 10 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL* PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING V� PLACE STEEL HEIGHT. REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST t#5 V / TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18' )p �EiPv 5. SHOULD THE DOUBLE BOND BEAM COINCIDE NTH A LINTEL THE BOTTOM BOND BEAM O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 1 8„ a Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. p05' Sx16 DBL BOND TOP O pP� BEAM W/ #5 BAR BOND BEAM �Qta EACH COURSE • • Q Y W/(1)1S BAREAMF = FILLED N GROUT30" I AU = UNFILLED GROUT SOLID FRT P` 9 NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM COURSESEE NOTE 5 Bx8 BOND SEAMT�.' NN Q �16-1 T/1 ill/ B LINTELWf((11) BANOMINAL LENGTH OF BARMASONRY HEIGHTBOF#BEATOPMC �EAM DESIGNATION OPENING-2'CORNER BOND BEAM COURSE ORnREINFORCING IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CO2 SCALE: 3/4"=T-0" THAT XFXX-17/Mto B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STESCALE: AND XFXX - 7T/OMfO8 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOTOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3H6 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD WINDOW SIZE. 300 MIN EMBEDMENT 1 1 f4") 6" FROM EACH END AND 18" O.C. MAX. MIN 1. W EMBEDMENT 2A (MIN 2 X 3) 2-3/16 TAPCON PRE-CAST OR DRIVE PIN(MIN SHANK WINDOW SIZEA45MIN HEAD SIZE.300 8LOPE ffs FROM EACH END AND 18' O.C. MAX. MIN 1-114" m EMBEDMENT 2x8 (MIN 2X 3)2-3118 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END VCMU EMBEDMENT ATHING MASONRY WINDOW WALLTYPICAL WALL SILL CONSTRUCTION 4 BCALE:112=1-0' 5 ARCHWAY FRAMING DETAIL SCALE: 3f4"=1'-0" ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngmup.com AA #: 0003325 glUDDIV. A# IAT. SILVERADO LOT #9 BLK. #11 [pno"wTip 04128.002-09111 moDul. 4EBB "1828-CAU" 0AV.A0Z OW Ma: RIGHT PALM DETAILS %150 MPH EXP. B DATM 10/23/18 &CALF:1/4'=1'-0" altz= S2.IA 00 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 WW (9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED WF (10)d x 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL, 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER fa 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0%0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 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 ALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1-PLY G: 496 LSS U: -145M 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECLIRE TO RM_ W/ LISP FRAMING PLAN SCALE: 1/4" = 1'-0" 1-PLY V. -ions L88 0: 2204L86 1-PLY Lk -m LBS fit 1888 LBS 1-PLY U: -182 L28 0:187s LBS 1-PLY U:-1030LOS 0:208OL88 1-PLY U: 480 LBS 0,1071Los 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7748078 FAX: 407-774.4078 wwwAbdes4npup.com L AA N: 0003325 9111111 �anm� mmmol BIXMDIV. A: L/OT: SILVERADO LOT #9 BLK. #11 PnojmCT/ 04 28.002-0 WODZU 4EBB "1828—CALI" GAIRAGa SW IJO: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B ju Dw� 10/23/18 8CAIM 1/4"=1"-0" BTISME 1111,1 s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALUFLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 21/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#178W # 1900 UPLIFT (2) USP 8-(2) USP HTA16 TRUSS ANCHOR WITH (9) HT WM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 12" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL WHO 100 TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 2 i/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED WI 10tl TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L7101.BS (1 STRAP) TAP CONS MIN. 2' B ALLOWABLE UPLIFT = U:2430 LES, L:1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b SCALE:3/4"=r-rr 3 GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ®EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) 2C BRACE C CENTER TO BLK WI 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8' 21(2) SEE ARCHITECTURAL MIN. EMBED. AT 3T OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE WI 12ft 8' STIFFSACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECUREDW/ 10d's C EACH TRUSS TO BE INSTALLED 10'-9" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=l'-0" NOTCH DEPTH'D O OLEE LE DGE>5/B" THE USE OF ALTERNATE MATERIALS MAY BE OLE DIAMETER <vSrosGL. sru0 USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLYNLY OLE EDGE>5/B" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT1 BA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE c 3/5'D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS $ SCALE: 1 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" •1 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeWWoup.com AA k: 0003325 , ANOXIA BVBDIV. & rA SILVERADO LOT #9 BLK- #11 IPRDJWTIP 04128.002-09111 MODZIs 4EBB "1828—CALL" 0A1RAOR 8WUM. RIGHT PACE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES ----' AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK ,. y} W/ TRUSS PLAN W/ 117 DIA. ANCHOR BOLT W/7' 'Y WASHER SET IN HIGH STRENGTH EPDXY WMIN, EMBED. AT 32" OC MAX SECURE GABLE TOM P.T. PLATE W/ 126s 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10C's Q EACH TRUSS TO BE INSTALLED a 10'-0" O.C. MAX GABLE END BRACING W/PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0' alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446018 FAX: 407-7744078 www.abdesigngroupcom AA 8: 0003325 r `�lllll olllllil,011111 swan►. ae Io7t SILVERADO LOT #9 BLK. #11 [PRO.TMOTIP 04128-002-09111 MODZIIt 4EBB "1828-CALI" OAItA*Z B1RM0: RIGHT PAQW DETAILS %150 MPH EXP. B 18 Dw� 10/23/18 : ALM 1/4"=1'-0" 821z= �3.1B IF VTT SPACING (1) AT EACH END 11411 1 2x4 BLOCKING BETWEEN TRUSSES V7T AND 8'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER S TRUSSES) dllj4l 0'-0" TO 30'-0" (1) X' BRACE 30'-V TO 60'-0 (3) "X" BRACE "X" BRACE CENTER PRE-ENG GABLE TRUSS 111111 51�111 (1) 0 "X" (2) BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB41AND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH a (AS PER TRUSS ENG) I \ I 0I PLYWOOD SHEATHING, SEE I.I 'ROOF/WALLIFLOOR \ IL SHEATHING FASTENER SCHEDULE' Li 0 SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTIONPER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED VJ/ (3)18d ENGINEERED Vo00D GALV. COMMON NAILS TRUSSES 0 24" O/C, ix2 SECURED W110d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12'O/C AND APPROVAL SECURED W/(2)12d's0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS SCALE: N.T.S. - W/ HIP RETURN SCALE:3/4"=V-T ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX:407.774.4078 www.abdosigngroup.com AA A: 0003325 �IIIIII, sviaiv. at LOT: SILVERADO LOT #9 BLK. #11 [pnoincTip 04128.002-09111 WOMIZZ : 4EBB "1828-CALL" GARAGE OWDIM: RIGHT PAGE: DETAILS 150 MPH EXP. B DA 10/23/18 scALE: 1/4"=i'-0" SHEET s3.1c ROOF WIND DIGN PRESSURES N ( S) 74 ZONE 1 = 8.97 PSF (19.97) ZONE2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43,53) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DNPHRAOM FOR ASPHALT SHINGLE ROOF, USE MIN WIT O.S.B. OR 1/2'• CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 C O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE FNn ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN.LENGTH MIN.OIA SHANK TENSILESTR. SHANK ed RING SHANK 2 10 0.1201 170,000 RING SCREW SHANK (18-20 RINGS PER INCH) 8d SCREW SHANK 2 1/7 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-15U EXTERIOR 8HEA7WBp USE 1/2' CDX OR 7/16" O.S.B. PLY WITH Bd 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 6" O,C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL Bd RING SHANK GUN NAILS 0 4" O.C. ., TOP & BOTTOM EDGES ., z9 w . �jY Z w O a M 2 Y M 1 L9 Z Cul W S � y y • m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END RAFTER OR .-_iffil III,III.III.III.IIIIIIIIIII`1• .. ROOF SHEATHINGLAYOUT AND ENDWALL BRACING FOR GABLE BIND FRAMING Bd RING SHANK GUN NAILS B" O.C. IN FIELD. ` �•-' 8d RING SHANK GUN NAILS M 17 O.C. IN FIELD or 8d x 2 10SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.C"H(J FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL COWORM TO ASTM C31 MAXIMUM AGGREGATE SIZE SHALL BE 3/1r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND OD WO" ARCH TECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%MR ENTRAINED CONCRETE EXPOSED TO EARRTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOW) ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 66h EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CIWLFHtE03/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318A4, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALLBE SOUTHERNPINE ND.2 OR BETTER. Fb= 11DO PSIANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI S3OA3/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 84AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UIIBRA113LABSOMCAOlID1M6E INDICATED ON POLYETHYLENEVAPOR BARRIERMEMBRANE ELASTICITY= 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOC( SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES ND PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNEDAND CONSTRUCTED IN ACCORDANCE WTHAC 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM-YWPoC. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EX `CLUSIOW FROM THESE PLANS; MINIMUM NAILING PER FBCR 2017; Blh EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP M2, THE STRUCTURE IS DE81GNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND BEG UENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH• TIRING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIECOVMJ9. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AC TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND S1TE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL" TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANG ES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 80 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN 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 FABRICATION HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. ROOF. LIVE LOAD FLOOR LIVE LOAD 40 Pit 20 paf TOP CHORD awn-concurrerd 10 psi BTM CHORD -non-concumM DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 PW W/ No GYPCRETE) 10 pef BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WND UPLIFT: I Opc1 BALCONY LIVE LOAD 80 Psf WND: DEAD LOAD SPEED=IBIS MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IB SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWNGS 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 DRAWNGS (CON TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS ANDSLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE-OOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T d-PRIOR TO THE ADDITION OF RASTIOZER CONCRETE BULL COMPLY WITH ALL THE REQUIREMBNTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME 5TA PED WHEN CONCRETE 13 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN VWTER 18 AWED TO THE MIX UNTL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES THE CONCRETE SHALL NOT BE PLACED. IT WALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RMAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) a FOR CONCRETE EXPOSED TO EARTH M7IORWEATHER 1-11T FOR 48 AND SMALLER T FOR 98 AND LMi(ER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS WALLS AND JOISTS 1.12' FOR SEMI AND COLUMN PRIMARY REINFORCEMENT, TIES, ST)MJPS TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 39' #7 BAR - 47 PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUSTHROUGHOUTTHE HEIGHTOF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOTCIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL NDA STARDS FOR METAL-PLATECONNECTEDAA/OOD TRUSS CONSTRUCTION:, AND 'TPIM/TCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.14982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 USEDAS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOWNG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 'SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY 1 II -A ANn r-UP-A MPR, AR LICENSED PROFESSIONAL ENGINEER PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM "0, GRADE 1Yn = 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 3/8" 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"70. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO, (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPEOFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMENCAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 k.1 FOR ANGLES, PLATES, AND %SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE S. Fy = 46 ksL STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy - 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -JUT METHOD. ALLANCHOR 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. WND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-10 COMPONENT AND CLADDING WND 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 APPUGMIN elg TYPE 8MgN0 REMARx9 APPLIGTON Blrf TYPE SPAgNG REMNRx3 1xi PTPURRINO TO CN3E HNIDBIEDCOII B O� OMIGE DOOR B.xM SFE DETNL SEE DETNL 9EE DETNL BEE M- MN30NRI ICpIG NNL , 1?LOND. TO MA90NRYIOONC. T DOORS ,x T, BEE NOTE. -6-co,8"CIO NNL, 1?LONG. BTAOOptEO WMOOW/ODOR/FABfENED iNw MNBOMiY/OONC. ONisOEDDORBUq( TO MP9DMYIOONC. BEE DETNL BEF M. 9EE DETNL BEE DETNL ® `"'"row CONTACT THIS ENGINEER FOR SPACING tr PT, BEENOTE9 L`•'i ,°rlo4 ooL BTn°oomED nw M�'N�Gr"`,�'-TO REQUIREMENTS EXr. BW8i0 COON (3n8'D14 "TNPCON' 18.E „N"EMBED, a"@A NONdFAPoNONWO �7' EXPNJgON Zy.� x"EMBED. BUCK 3v PT, 9EE NOTES WASIIHt FNBTNFN DIET.,, 1R`EOGEOxir. WN.L TO CONC.S 8 ER BOLT O18i., 3'EDGECIBr b PfW"DOW BUIX p,, UaT,,,? 90•PAFr81b' e•O,C ND. PT T08TEEL COL..BH . 3TNGOFREO END Uor. OTE9 NOR 11. STAPLES SHALL NOT SE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SEAS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE Oft WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWAVoup.com AA M: 0003325 anm� SUNDIV & LO SILVERADO LOT #9 BLK. #11 [Pnon=T# 4 .0 2- 911 WoDzu 4EBB "1828-CALI° oAVAoa SWING: RIGHT PALM: DETAILS 150 MPH EXP. B aqM 10/23/18 sCALr. 1/4"=1'-0" sHmm sm *g, z)7 C) �� I-J� k5T7 0