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HomeMy WebLinkAbout6850 Wagon Trail StSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • 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 DRAWING / CONTRACT DOCUMENT THE BUILDER ASSUMES ALL UABILM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORYATLONTTO THE ARCHITECT OR ENGIlNFER FOR CIARIFI flON. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY jFOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 99 1828-4EBB-CAL199 IM01A ' 12602 TELECOM DRIVE, TAMPA; "FL_ 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FBC RESIDENTIAL 6TH EDITION (2017) • FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION *ALL LOCAL AND STATE CODES •OCCUPANCY •CONSTRUCTION TYPE -MIN. INTERIOR IBM -BASIC WIND SPEED .EXPOSURE •1-STORY RESIDENCE •2-STORY RESIDENCE - RESIDENTIAL GROUP R3 - VB - CLASS B - VaR=150 MPH Vasd=116 MPH -B - MAX. HEIGHT AS PER LOCAL AND STATE CODES Q.FT. CALC.'S LIVM6 184E Sa FT. C>tAR.aGE 430 Sa FT. ENTRY 16 SO. FT. LANAI EE so. FT. TOTAL 2362 Sa FT. ABBREVIATIONS BV ABOVE MPS. 'C AIR CONDITIONING MIN DL ADJUSTABLE M.T. -T. ALTERNATE MID. NP. AMPERAGE MTL ] BOARD N.T.S. CENTER LINE O.C. 4B. CABINET PL .G. CEILING P.B. R. CLEAR PIL 3NC. CONCRETE PLT. IT. CARPET PLYWD T. CERAMIC THE PR. DRYER P.T. BL DOUBLE R. G DUAL GLAZED RAD A. DIAMETER R.A.G. M. DIMENSION REF. SP. DISPOSAL RM. DEEP R.C. L DOOR S.C. S. DOWNSPOUT - S.D. TL. DETAIL S.H W. DISHWASHER SET. 1. EACH SHTHG .EV. ELEVATION SHWR Z. EQUAL SIM. CH. EXHAUST SL Cr. EXTERIOR SL. GL GJFX. FIXED GLASS STD G FUEL GAS SWS N. FINISH A. FLOOR TEMP. .UOR. FLUORESCENT THK L DR. FRENCH DOOR T.O.C. 'G. FOOTING T.O.P. V GAUGE T.O.S. 4R. INSP. GARBAGE DISPOSAL TYP. FL GROUND -FAULT U.N.O. CIRCUIT INTERRUPTER GLASS V.P. YP. BA GYPSUM BOARD W. B. HOSE BIB W/ C. HOLLOW CORE WD. 3R HEADER WDW. 3T. OR HT HEIGHT WHI SUL INSULATION W.I. T. INTERIOR LV. LAVATORY TM. LUMINOUS .C. MEDICINE CABINET MINIMUM METALTHRESHOD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LANE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR OREL REFRIGERATOR ROOM ROUGH OPENING SOIIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLID NG SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGIASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS ARC PG PG PG PG PG PG PG PG PG PG Xw _* CODES PL®RIDA gUt LNG WrM CODPIEVAILING NATION ELECTRIC CODE. AND THE CITY OP ZEPHYRHILI.g ORDINANCES Rcv/ p�NS HITECTURAL SHEET # PG SI-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM[ PLAN AND NOTES S2.1A-DETAILS S3-FRAENG PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNI-DETAILS DESCRIPTION 1441 N. RONALD REAGAN 6LVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774.4078 .i WWINAbdes ouP.wm L AA S: 0003325 J 0 a aumIIV & LOT: SILVE1UO LOT #12 BLK. #11 PROJWT# 04128.002-12111 atODaL 4EBB "1828-CALI" OARAOR ISTM90. LEFT PACK: COVER SHEET 150 MPH EXP. B L AR NO 997=1 J � Tjo:` 11/15/18 SCAIi.Z: 1/4"=1'—O" SKEET C1 L a- NNERK NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (2017) .AND IN CONJUNCTION NTH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R30121.2. 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 NTH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAILTO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD DOORS NOT LESS THAN 136INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I - A INCHES THICK, OR 20-MINUTE FIRE -BATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 Hut) SHEET STEEL V MN. 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 R3M6 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 4NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE. SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1 414CH GYPSUM BOARD OR EQUIVALENT. srtiEwoR- 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 WILLNOT 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 T-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH 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! T� 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: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL0159Ni0 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 F19W FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM V PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P30052 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. EXn9M WALL COVBs10a 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 EIRERIOR FSNIM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 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-1D63.11A & 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 RETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 - 11A AND R703.7. FM RIFSSTANIT CONSTAILC110N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTIONN ADMNISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL 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) alp 3A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde9Wigmup.com AA A: 0003325 q e 0 0 a s1L mlv. Ae LOT: SILVERADO LOT #12 BLK. #11 PIROJ!lMST# 04128.002-1211 MODZIi 4EBB "1828-CALL" GAltAQZ s�fIIQO: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DATM 11/15/18 sCJ%XX: 1/4"=l'-O" sign= GN i I4F ICI ,Aql-R' I o 111110 a ppl o � i � o In o r o � I � � n - p o110 c Z � r � R ® �� is 0 .�►/ !ff O 0 Ini - o ._ ■ \—IMLARD LAS RECL V a:� • o PER EILDG. Tm oGAUGE :I '. 1 p' .I 011111110'j—_ EUIIo ol��lo ol�Ello �) I fl�I SQ.FT. CALC. S LIYYICa 1328 JESaFT. 6ARAGE 430 LANAI as TOTAL 2362 OONOIBII ND 01AOOHO ED LOADR MO MD WOM FORT C-001D CUM OPB11E ✓fO WE 301E 11 WHMD &A R3MI101 NDT11E MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWM6 18 5 24/-31 DR. MIN. CRITERIA SAD. MIN. 41 5 23/411 CRITERIA 16010 O.W.D. 112 S 20.4/-22.T BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-U, EXP.-B, MEAN ROOF HT. - 13'-0* PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. EOMROLDA15 CLIM C Ir TOP PLATE 9 M BAR DETAIL A xALE: V!••1' ARCH DTL. FLOOR PLAN SCALE: 1/4' r I'-0' -2-8 LOW. DOOR Ulf AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ REflAGN PLDAJM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED UAT14 SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 wwwabdeslgngroup.mm AA M: 0003325 [a 0 0 a aT;raa><v es Loa: SILVERAD0 LOT #12 BLK. #11 PIRom=T/1 04128.002-12111 mopmul 4EBB 101828—CALI" GATSAGE SWUM., LEFT PAGE: FLOOR PLAN 150 MPH EXP. B �01 �D a ANIOU ACPA I�, ,iw NO 9s72S MINT DATM 11/15/16 SCAL C: 1/4-=1'-O" aiIEET Al 4' FRIEZE BAND 011T.00ACH L WxWT !-- pppp op al- �lo ' IIIIIIIIIR7d. _ 1 _�� 1 ME ■ ' ■■ ■■ =:�j - IN �1 - 1-0- DECORATIVE TrERS OR CAJIVALENT _.. 0O- IMES �� 604 �II�i ICI ICI I�II�■_ FRONT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH OFF RIDGE VENT I�6 OFF Ri� T OFATTIC = 2364 SO. Fr. NETFREEVEfTILATION AREA REOUIRED = V30D KOUMVERIIATIONARFA = 2%4 AM _ 7AS EVTRATION AREA x S6 INCHES PERFF. 1140 = WkM SU IN. FNN.REQURmVENTILAT10N .5x 1134.72 IN UPPER PORTION OFAT 9036 S4 R1. OFF WDCHEVETILAHON AREA = 1155QR4.PERVET 59361M AL:OF VOM flBaUIRED 433357 AIOF VENTS PRDVID® - S •APFA OF Anc ISTHE PEAIMREt OF THE HOR11[U39 THE aIR" O IE110ROF WAUM EQEIIOR OF WALL NOOVEWANGS INOUDW 8'-8' BRG. HGT. un WILE-1 NO OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH F-1 F 1 ---------------------------- iv z - -------------- --- LEFT ELEVATION 'GALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT W-W Bps. HGT. El ■ Y FIN. FLR MINA GRADE - ----------------------- ------------------- RIGHT ELEVATION SCALE: V4 . 1'-0' TEXTURED FINISH 1'-0. 8'-8' BW3. HGT. -0' FIN. DECO. DTL. A SCALE: W • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 W W W Abdmkgngroup.com AA M: 0003325 DJ b h. 4 oul wiv. at LOT: SILVERADO LOT #12 BLK. #11 rvtomcTfp 04128.002-12111 MODEL: 4EBB "1828-CALI" OAP-#*Z 8111MCO: LEFT PAGE — ELEVATION "C" 150 MPH EXP. B AR NO 03723 Dw 11/15/18 acALE:1/4'=1'-0. 8*1m= A2C ELECTRICAL LEGEND 8YM DESCRIPTION � TANDARD SWITCH .4 -WAY SWITCH -WAY SWITCH MMER SWITCH HB BUTTON IBGON NECT T HERMOSTAT _e INGLE RECEPTACLE (Vbv/20-AMP INGLE POLE) L4lV DUPLEX RECEPTACLE lov DUPLEX RECEPTACLE (EOWPPED TH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 4n: EXTERIOR WATERPROOP/GFI iiciprAmi (GROUND FAULT TERN -TER) IOV DUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR TED) 2OV RECEPTACLE (4 WIRE CTCR) I-Q MOUNTED L1GNT LIN6 MOUNTED LIGHT T LIGHT LOOD LIGHT SCONCE PRE -WIRE FAN WITH LIGHT (I CM PER SO. FT.) ®BC BULB LIEiNT FIXTURE filam BULB LIGHT FIXTURE Acaa= MUL 15 L1614T FIXTURE ' TRACK LIGMTNG TTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® k4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LWT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) O LESS LIGHT CES6 LIGHT (VAPOR PROOF) LING MOUNTED LIGHT WITH J-BOX OPT. FAN LEC PANEL (FIELD VERIFY OCATION) fQ -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) LING MOUNTED FAN FAN (I CFM PER SO. FT.) JACK O" DETECTOR (CEILING MOUNTED) ® LING, MOUNTED) HMES Tv JACK -E FORT •LOCATION OF TV JACK8 4 PHONE OUTLETS N FANS TORE VERIFIED 0 HOMEOWNER PRE-CONSTT2)CTION MIf'TING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDMON • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKCUT IN PANEL • SATMROCM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 OFM MMW11TTEW PER TABLE M601A OF FECR 6TN EDITION (2011) • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT CIRCUIT-NTEIRJPPTER PROTECTION FOR PERSQ�EL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30DA(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . eI L LAMPS e1 D BY BUILDER AND IS& OF LIGHTING MUST ISE ENERGY EFFICIENT FIM ENERGY CONBE RVdTICN MOW MlREBIDENIAL ENERGY EPPICIENCY) 201-1. 6th EDITION R404J -------------- LANAI LIVING ROOM C F RE -WIRED` OWNER'S�. 7 CLG FAN , SUITE PRE -WIRED t ! J �. .,) , CLG FAN WP / PRE -WIRED \ CLG FAN \\ DINING ROOM I I SD. I i 11 't31JTLET / TCH IN FOR DW CABINET -------- --- ------ I O I 1 BATH I ii i \\ GFI GFI I, Sw ------ I i'--- ,LAUN. I ofW 1'l` r RANGE. / I ." ! GFI O GFI BDRM. #4/ DEN 44, HOOD WIRE W/ V OUTLET FOR 7TC1J I S(Sa I I FUTURE MICRO PRE -WIRED CLG FAN I I ! �,-j IR A I I II i F'RE-WIRED CLG FAN H V 44• GFI ra AFF. r------ / GARAi O i O I a I DOOR I BOLL ® AS REC. EREfLDG. WALL MOUNTED PERLIGHT W/8WITC44 IN / ATTIC wl gug yy..�(ji METER OUTLET KEYLESS \� \ FIELD FIXTURE \\ BDRI1[-!!2 VERIFY LL Lo' IRRIGATION > OUTLET • 4V AFF. GFI GARAGE — — L, J PRE -WIRED . \ I CLG FAN 5— — — — — — — — — — — — — — — — — u — u -- OPT. COACH LIGI4T ELECTRICAL PLAN SCALE: 1/4' . I'-0' I - CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE I J-BOX FOUR I OPT. FAN moos'-+-�mo 0 000�mm mm��oo© ®Ismer�om m��Q�� moo�lmm mlm�ool© OEM O0 �O� ��SE7 SE78iC7 �SE�Os'i� �11111211111 —,... ., Tom. l! m TID 0 �tID© PROVIDE 3Q/O OU, THIN • ft CU N 2' CONDUIT OR 3 -4/0 AL. THWIN • 1% CU IN2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANd-J 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION 8EROCE ED AMP DISCONNECT 5WITCH AND 004140 VOL ORAL NOTES, ELECTRIC ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE ILo COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR bu4 F'At4EL EDITION (20n) LOCAL CODES, AND ALL. LOCAL POWER COMPANY REDUIIG9•HN'TS. E. ALL CONDUCTORS SHALL BE TYPE THHV/TMW UNLESS MICR NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE 150 AMP, 1204140 VOLT, I PHASE SECONDARY - ELSERVICE. PROVIDE 3 •1 COPPER (CU) IN 1-1ECDIA SC4EDU :E Lao PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" CIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPNOrE SERVICE CABLE TEIO LEVISN ENTRANCE SERRVICE ENTIa4 NCE EGAPtIENT EGUIPT'®NT MTERBYSTEM BONDING TERMNAL AT LOW VOLTAGE CONNECTIONS 1 14 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL. PROVISIONS OF T14E FBCR ` H EDrciON (201T) S/5" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesWigroupxom Ila AA #: 0003325 g Pi 0 0 aLJHD2V. Ae LAT: SILVERADO LOT #12 BLK. #11 PROJMCT# 04128.002-12111 MODZU 4EBB "1828-CALI" OARAOR OWMG: LEFT PAOR: ELECTRICAL PLAN %150 MPH EXP. B AR NO W728 PltDrr DA7M 11/15/18 SCALE:1/4"=1'-0" E1 2 VTR I� I i "L-1 v?, V2.. 1 LAV ' I . I 3. I I I 2 BHItJ1Z 1/2' IN S2, INK W UY AUTO VENT Tina I vs���' I 'tee ..-K PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, 1/4 " P-V To 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdw4Mgroup.com AA N: 0003325 i g d O O Lit aveaiv. & Loa: SILVERADO LOT #12 BLK. #11 PllOJECT/F 04 28.002-1 111 acODZI. 4EBB "1828-CALL" GARAOR arl WQ; LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B DltDIT w11/15/18 DCALE: 1/4"=1'-0" MEMET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED VUTH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB • MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IBI CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. P ESH AIR INTAKES _%4A L NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR 8MfTARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC (PT14 EDITION (20P) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED M ACCORDANCE TO FBC 6TH EDITION 12011) MECHANICAL CODE 603.1 1. BATWROOMO CONTAINING BATHTUBS, 6HOUERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WTH PBC 6TH EDITION (201) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EX14AUSTED. 5. ALL FIRE RATED CEILING$ AND WALLS OHALL HAVE AN APPROVED FIRE OR FIREAMOKE DAMPER'S LOCATED AT CEILING OR WALL PVIETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (20P1) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WTH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FAINTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS, TTE. ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 EXTERIOR WALL PLENUM T d AIR RETURN SUCTION AND LIQUID AIR SUPPLY d REFRIGERANT LINES d AIR HANDLER_____EXTERIOR WALL d 3/4' PVC CONDENSATE DRAM LIME EVAP. TRAY d PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER VMECHANICAL FSCR 67H EDITION (2011) BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FM. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG —FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSA1 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V,C OPTI/SPEC TFLOOR SLAB CLEAN -OUT (TYU LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OW O CEILING EXHAUST FAN RCEILING EXHAUST FAN N LKdNT O/A OUTSIDE AIR ® THERMOSTAT 19 PAS6-THRU AR GRILL SECURE STRAP TO CONK. W/ lR STRAP TO COTS CONDENSER UNIT SRIPBON LL= ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) %XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA OVER FEAD • 12' FROM STRUCTURE COUNTERSUNK CD. PLUG m FIN. GRADE OR PAVING SEE SPEC. 1'-8'X5' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED [EM: nEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN -GALE: 1/4 . I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwsbdesigngroupmm AA M: 0003325 h a 0 4 avaDrv. ac wr SILVERADO LOT #12 BLK. #11 PROJmCT1p 0412 . 02-12 11 KoDzl, 4EBB "1828-CALM" 4Aiewoa BWDM' LEFT PACE: MECHANICAL PLAN 150 MPH EXP. B P � D11/15/18 acA=: 1/4"=1'—o" artaa'r M1 2X4 TOP PLATE PL PRE -FAD TRUSS la' CLG BOARD V2' DRT'WALL —, T`y- 2X4 WOOD STUDS 024' Or_ FIN. FLR NU 1 : 01UUz IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Ib' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE Tuna 2A' nr_ TYP. INT. WALL (NON—BRG.) D 1 SCALE: 3/4'.I'-0' FIBERGLASS SHMGLEB OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSMJ.1 ON a' OBJS. SHEATHING ORUj'CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENO TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (0- 5 (2) COURSE DO NOT CUT THE BOND BEAM RESARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■1'-0' /8' GYP6IJM BO OR 6/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE PORMS INSULATION R-VALUES REFERENCE STRUCTURAL �._0. PER ELEVATION TYP. OH. R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bl2 P.T. FURRMG� STRIPS • 24' O.C. 8' cm VY GYP. WL. BD.� WOOD BASE 0'-0• FIN. FLR,L ti.. 4� n W/ WINDOW OPENING h FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON J' OJSJ3. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS - VENTED SOFFIT IFJ' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FM. FLR a. n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL s )OLAYERIUNDERLAYMENT SYSTEM SCALE. 3/4'-P-a IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 615T EbE Holt sAs L►t as 28 GAS LINE THRU BLOCK .,..... vY.r•r FIBERGLASS SHINGLES OVER 0210 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805JJ ON a' O.SJ L SHEATHNG OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGED/ 2x FASCIA PER J ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS — WEEP SCREED- 2x P.T. SECURED PER — STRUCTURAL DETAILS N• TWICK 2 COAT - FORILAID Cellir PLATER AFPLSD DIPEOTLTT TO MASOMW - — - GAIN. STEM.-- MSTVm TO TTtACK 01MCWTS E/ PRODUCT APPROVAL IIS& COR'!R BEAD B CMI m ST1111aEtNL Polt RESTOItCQ'!M 2.6 F.T. YD ATTAC WP TO FlLL CELL AS PER APPROVAL RIIG SEALAM 4 s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-®' 2x BLOCKMG BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFPSA.CK AT ALL U'RIC*r PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS RAT RUN SECURED PER-/Z STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INBU-ATICN R-VALUES PER ELEVATION \ SA3' If GYPSUM BOARD OR I& - a 1*0 STRENGTH C -0. BOARD 1/2' THICK 2 COAT--U/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 1 ..a • G n W/ WINDOW OPENING R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Jx2 P.T. PURRING STRIPS • 24' OG. 1/2' GYP.11L. BD. WOOD BABE FIBERGLASS BHMGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805JJ CN J' OAS. 84-EATHMG OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT \PRE-ENG. GABLE TRUSS `—WEEP SCFISIND \--2x P.T. SECURED PER STRUCTURAL DETAILS W2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a .. B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdes*tgroup.com AA #: 0003325 h 0 3 sumirv. Ac LOT: SILVERADO LOT #12 BLK. #11 PRO Tip 04 2 .002-12111 MODEL 4EBB "1828—CALL" GAJ AGR 8TIM02 LEFT PAGE: DETAILS 150 MPH EXP. B DATM 11/15/18 SCALE: 1/4-=1'-0" slim= D1 TS 4' EMOEDMENT MN ® S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 wwwsbdeeigngroup.com AA M: 0003325 J WV GUT NAILS. SIDES 2X6 GARAGE DOOR BILK WI (6) ® VW A -DOLTS 4' E'OIOFOJT MN. WV 27O WAGNER AND NUT SPACED RVOINLY PROM R.GOR TO GARAGE DOOR NDR N JOINTS PRIOR TO PILLING. 1.2X6 PT SILOM a CENTER OR ® DOOR HEADER WA))L'XS' J-COLTS 4' EMEEC"ENT W( 2')G7a,' WASHER AND NET. ® 6,m,, 1 ER ALL ANCNOW SHALL BE N AccopwAmm TO MMiFAC7URER'8 INSTALLATION INSTRWCTIGN6 WERE BUCK NSTRSICTIONS ARE MORE STRINGENT GARAGE DOOR l BUCK ATTACHMENT 4Gnb _w CM) DRYWALL :4. OR PX2' P.T. NAILER ❑ SECLPRE THRJ FRAME 4 EXTEND I-V INTO BLOCK a W, 11(`' TAPCONS MR SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I -A' WITHIN V OF EACH END 4 IB' OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y: ) DOOR JAMB TO BLACK +3/4 OR +5/4 Tf TO LACK + 4 OR +5 4 A SCALE, N.T.S. 2X4, m SECURE TO BLOCK W/ IU6.' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y: ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6,® SECURE TO BLOCK W/2-%' TAPCCNS( R SSAJA IK SIZE J48 MIN. HEAD Sad)" MIN. DMENT I Y: ) WITHIN 8' OF EACH END 4 8' CM IB' O.C. MAX SPACING. YJ' DRYWALL 2X&, I'X4' OR 1'XY' P.T. NAILER SECURE TO BLOCK W/2-%' CASINGTAPCONS (MLR SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I V) —ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS.orMAX SPACING. 2X4m SECURE TO BLOCK W/ V TAPOONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT Ike) UT14N S' OF EACH END 4 NOTE, STRUCTURAL 2X w OL. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOOD W/2-V NON-STRUCTURAL V.- TAPCONS TAPCON MN. 1-Y: (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MN. EMBEDMENT IY:I DRYWALL WITHN 8' OF EACH END 4 �3' 18' O.C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8,® SECURE TO BLOCK WR-v j(r 09B. X 4' MIN TAPCONB (MIN. SHANK SIZE .145 ppOR CAGING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOIU MIN. EMBEDMENT 1 Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4") DOOR JAMB TO BLACK +1-18 18" �IDWW T'0 BLOCK +1-16/ 8" SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ V TAPCONS (ARK SHANK SIZE 145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y: ) WTHN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m BEGAiE0 THROUGH SECURE TO BLOCK W12-IJ(4' NON-STRUCTURAL- V TAPCCNS TAPCON MIN. 1 Y: (MIK SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I &) a, cm WITHIN S' OF EACH END 4 JV DRYWALL 18' Or- MAX SPACING. 2XSs I-X4' OR 00' P.T. NAILER SECURE TO BLOCK WR-'V CASING TAPCONS (MAR. SHANK SIZE J45 MN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y:) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y:) NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1/2 DOOR JAMB TO BLACK +2 1 4" n WINDOW TO BLACK +1-112" %n1 w1my TO HLOCK +2 1/4' \ZJBCALE. N.T.S. 2X4m SECIAQE TO BLOCK W/ V TAPCONS (MIN. SHANK 812E J45 MIN. HEAD. SIZE 300. MIN. EMBEDMENT I Y:) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X WO.O. MAX BPACING, MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE NON-STRUCTURAL VSEAS BLOCK W/2-i(r'TAPCON MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN. EMBEDMENT I Ys) Jf' DRYWALL WITHIN 8' OF EACH END 4 OR I')2' P.T. NAILER IS' OL, MAX SPACING. 2X84mo rl4' SECURE TO BLOCK WA-%' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE JrI ,EMBEDMENT Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IS- O.C. MAX SPACING, MANUFACTURES DETAILS. rare. 4,M r nramWo» rWr• �rr.mo nor ormoYi DOOR JAMB TO BLACK +3" E SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' OIC. MAX SPACING, MUST ISE ON OUTSIDE 4 2>%4 SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL )W TAPC.ON"IR SWANK SIZE TAPCON MIN. 1-Y: J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 11") WITHIN V OF EACH END 4 8' CM IS' Or- MAX SPACING. )i' DRYWALL 2X8,e® PX4. OR 1*)0' P.T. NAILER SECURE TO BLOCK UV2-%, 2ND 2X SECURE TO TAPCON8(MIK SHANK SIZE STRUCTURAL. MEMBER Jog W/12X2d WITHIN 8' OF EACH MIN. 14EAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN EMBEDMENT I Y: 1 OOR CASING WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACH TO 2X PER MA AFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED )l) DOOR JAMB TO BLACK +3' F K+" ALE: KT 2X4a SECURE TO BLOCK Who TAPCONB(MM. SHANK SIZE 145 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 IS' OZ. MAX SPACING. SECURED THROUGH 2xb'® NON-STRUCTURAL IJ/r' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y: TAPCONS(MN. SWANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 , Cm MIN. EMBEDMENT I Y:) •DRYWALL WITHIN OF EACH END 4 IS' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2X8� ❑ SECURE TO BLOCK WA-1/4' Y.' OU3D. X 4' MIN. TAPCONS (MK SHARK SIZE .145 DOOR CASING MN. HEAD SIZE 300 MIR EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ,qW. fM1 Y M�WC TW I.11Mi1� fDONor 01®t) DOOR JAMB TO BLOCK +3-7/18" 111N 5 TID BLACK +3-7 8" G SCALE: N.TJ6. 2X4m SECURE TO BLOCK WAA TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y:)� WITHIN 8' OF EACH END 4 STRUCTURAL 2X S' OG, MAX SPACING. MUST BE ON OUTSIDE 4 i)Cbim SECURED THROUGH SECURE TO BLOCK WA-V4'NON-STRUCTURAL V TA,PCOt•U8 TAPCON MN. I-Y4' (MR SHARK SIZE J45 Er T INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y:) 8' CM WITHIN 8' OP EACH END 4 x• DRYWALL IS' O.C. MAX SPACING. ❑ I'X4' OR I'd' P.T. NAILER 2XBsmo SECURE TO BLOCK WA-1/4' - P.T. X 4- MN. TAPCONS CASING (MIN. SHARK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) DOOR JAMB OR WINDOW WITHIN 8' OF: EACH END 4 TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4' H WENDOW TO BLACK +3 3 4" \ZYSCALE: h Y d O FA t stumzv. a< LOT: SILVERADO LOT #12 BLK. #11 PLROJI=T/U 04128.002-12111 MODMLL: 4EBB 1828— CALL" OARRild 8�INO: /1 LEFT 1 PAGMC: DETAILS 150 MPH EXP. B I App{rWT r11/15/18 :1/4"=1'-0"T D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 27325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232A FL 172323 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 TIES 2017 FBCR W31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 24039.1 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 24253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 182402 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/20M 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 5678.24 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 56843 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 152795 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 1075B2 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 131922 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR W31/2020 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 W31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/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 W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/04/201.8 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 WWw.abdmi oupxom AA N: 0003325 i y La 8 a 10 a h a us w O x Bunn Ac LOTc SILVERADO LOT #12 BLK. # 11 PROJleCTo 04128.002-12111 IMOD=Lc 4EBB "1828-CALI" GARA0Z 8MUM. LEFT PALM: PRODUCT APPROVAL LISTING %150 MPH EXP. B r AIXrr1ECT-- F-PRMT il/15/18 DCAt"8: 1/4"=1'-0" eltz= k. D3 PRB ORED CONTROL JOINT'S FL AMM OF CONTROL. JOINTS, Td M WRED TED TO LATH a S' OG. MAX (TlMl NOTS, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EX1676 BEYOND DamPT STAPLES eV !b' Lln MAY SE USED TO T" SEOIS! CONTROL JOINT DUR►S, INSTALLATION F)bTElplS TO 0E SPACED • T' OL. TT/1X VIRTICALL7 / / / \ J' 3 CHAT C&VMT OW LATER 4. FORTFIBER BUILDING PAPER APPROVED FETAL LATH FASTENED at' (VERTJ OC. MAX AT SUPPORTS Uwe LATER % STUCCO WRAP (HOOD "ATNING LATH SMALLINU NOT BE CONTINUOUS Y r TO r r to r TWPICUSM CONTROL \ JOINTS BUT SMALL BE STOPPED AND TED AT EACH SICIS, PER ASTM 01863 2X4 BLOCKING VELA PLACED MT MAX 6' TO V Nam, FROM+ eONrtIeDL JOINT uxEN CONTROL JOINT FALLS ON / STRUCTURAL ETD L FASTENERSFOR LATM TO eE NAS Ca STAPLES N C0 PLIAHM W/A6TI C1063 r 2. UNC TES TO BE (D. 0) 0041eWRE / 3. BLOCKINC2 SMONW MAY BE IN ADDITIC�y \ TO WALL STUDS REpIWED PER PLAN / a s Ol rapLo NYIO . M. A OI--.n.A L CIIIIIAN • n.0 L CLASS . M. C awty" Ia0�0TNO� ow mm eVsaAF f_',_e WINE) IA•mou 6aTAINNS6 060441aCALL1' RMTN 4. OL r k*X OL PCLD ttaLVAD r n. A >, etawa a n. s w APPROVED d8LDN6 U~ SMALL GE LAPPEO A MNx•ePl OF 6' • VERTICAL LAM !ROLL ENDS) 16• a HORIZONTAL LAP& ALL GEAFIS NEED TO INS TAPED LATH VERTICAL LAP TO ENE P UNTI4 FORTi1MEER SMEATMN6 TAPE 11 / r nM LIP . r¢tAL utN \ ' METAL LATM WPM LATER M. l' 7141M 3 COAT CEMENT STrip WRAPPLASTER ( • rTN Y / METAL LATH YxeD LATER 4, FORTFIBER �BWLDN6 PAPER ,e I URe LAYER -2. FOPtrWOM DWLDING PAPER � cWeR A91 HOOD SWATHING JI rnt LAIN LM ^" SCALE= 1 NR'•1'-0' VERTICAL LATH & PAPER DETAIL uIODD anDe Nam SLEATMxLG SIDE LAPS OF PETAL PLASTER BASES SMALL BE SECURED TO BUILDING RRAPIM VE 1115E7& PAPER WI THEY SMALL M TED I ETUEEN SUPPORTS WITH 004ID-N MI-M') STUCCO Jr L.r . LATN WRE AT INTERVALS NOT a• LAP. town MORE TWAN W 4`229-tim AS PER ASTM CI063 TJILL QKICKOUT PM NOTE,REPRAW OF ,EARS HORIZONTAL LATH DETAIL IN OM LAYERS, TEAM MAY MPATCNED & PAPER DETAIL WKIOUSE ~ TAIL PER MMOF. SPEC. OR PEEL a anus ® LPOLD NIMIC . n.A L CNeAaU . M. s L�eaEen.0 A. POLD FT. C 0Vm n. S TLL n. C TOUCAM Sorron FLANIN Tt� r 0 evrraM ~~� WTaR TqM aeAL IYLD,pQ dz=. ? TAM 3 COAT CBENr Z PLASTER (PIR"{ Vr 2 BOAT F � 1tMTRR raw z WaB LATER -2. FCRTFBER SULDNS PAPER epmew os w WED LATER L r+ STUCCO WRAParartt Orin L.rP LAM W xMLDNa ~ o.f♦l aMLa"I ILA a lu I oeuo i °v "~ ROOF ao ll L FLAdNW t0CIt,=ILASNanae 12NAILJ f — R TWIT s emo on IImAu txe•Jme MIME AT 60RC11 Q bQ a Nrta.eorlLw MA law WOOD SHEATHINC OR CM WRB LAYER w, STUCCO WRAP (FRAME ONLY) 'A' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS CsALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING 5 N.TA 4'"' SELF -ADZE FL40MN6 (COIF ~MATERIAL 1' OR LESS PIPE leamTRATIGN CUT AND OVBRL FLASHNt-. _ S*Cp 01 INSTALL FASTENERS (CLIPS, STRAPS. STAPLES) AS — FIRCURED TO SECURE PtE) WRE TO FRAHM 6. STEP "2 UI® LATER 9, FCWFEER BUILDING, PAPER FETAL LATH 65.6' SELF-ADIEMK+ FlMBRNE FLASHING OVER 4.4' SELF-ADIERING MB'bRANE FLASHING OVER APPROVED HOUSE ~. R-AS4NNaa TO EX1B•O ONTO PIPE W COW. BEAD OF SEALANT INSTALL APPROVED MOUSG~ AN INFILTRATION ISARRER OVER SMEATMNG SECTION PER SECTM RTOL7 OmllarllSSn port) txtl exterior f portlandcikelo plater hall comply with the eC 926-on reauremerta of ASTM C 92677A. Installation of exterior:mNe and 2amM shall comply with ASTM C 1053t2A PIPE PENETRATION DETAIL (FRAME) N.T.S. Ole LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER—•—•--- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWkgroup.com AA M: 0003325 MEN y s 8 14 14 Q 0 a a sysDiv. ae L07` SILVERADO LOT #12 BLK. #11 PROJECT�N 04128.002-12111 MODELS 4EBB "1828—CALM" GARAGE 8WE-90: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 7a DA 11/15/18 sCALIM 1/4-=V-0e k. WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE PLAS14MG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SE UENCE OF FLASHING TO BE, L BOTTOM. 2_ SIDES, 3 TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON Ai", CAULKING 6 JOINT ALL PER SECTION R711&7 E�IOr kl9iaard�� 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 1083-12A. UPS LAYER 9, STUCCO WRAP HOODED VENT a• THICK, 3 COAT CEMENT PLASTER FETAL LATH WRS LAYER R, FORTIFIBER BUILDING PAPER WOOD SMATNMG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R-703.1.1 / ASTM C-847-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES F)B DRYER VENT (BLOCK) V;51 EPIP s' y 2` ' � Elti" WOOD SHEATFIINCs WRB LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER FETAL LATH FASTEN TO UNWO 6T1II11C71RAL MEMBER 0 T• OL. MAX 7�' To 1i' HID-uIALL U :E�Gi 6• UIIDE STRIP SELF ADFESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING BUILDING PAPER V FlaSN • MASONRY OVER •GUTAC ® FLASH' HORIZONTAL WEEP SCREED r — — - - —� (FRAME TO BLOCK) PIPE THROUGH — UL4LL 1 6' SELF ADFESfVE FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO MIiGFi IV r�LVG1YG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM )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 CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRE5 LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FM EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP 1*3 STEF *5 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abde WWoup.com AA /: 0003325 a a 0 C s~ 3 BVSDIN. at WT., SILVERADO LOT #12 BLK. #11 PROJECT/ 04128.002-12111 1[ODM, 4EBB "1828—CAU" GARAGE 13TItl5FC LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B A DA 11/15/18 8CALM 1/4"=1'-0" all 1= WA2 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 - - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACINCs o '1' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 1TL � R�CORNER BEAD (9) BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD), FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosWngroup.com AA S: 0003325 y a� 0 4 k a aL mmm a LOT. SILVERADO LOT #12 BLK. #11 P1lOJECT/i 04128.002-12111 MODEL: 4EBB "1828-CALL" GAI AOZ BVIN0: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D IM 11/15/18 sit EET WA3 LEGEND - DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) URB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — - �� TIMILTION eGOD oRlATNM6 8EATMER RMSTIVE 6ARRIER 1 i BARRIER -2 / \ KVENLM. olom /ice \ SR•.ABREet �RMO oTARrEM STRIP / \ 4 YEATHERREWSTNE \ \ 166IMM M 4 \\ � -ADFIERlkL•,ADF,ERE,m, \ ' — fiALV'D FETAL OAL% D FETAL — — a' PLAOHMO z RiA8/1MO CA 'ulboo`T M I MEMBER Mau I In" MEMBER - \ ` AL OAP eLCNLKMp `1\ / OR AP PROVED BEALANr life C.Asm SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWWoup.com L AA Y: 0003325 h b O C a SUBDIV. ae EAT: SILVERADO LOT #12 BLK. #11 [pnoilecTo 04128.002-12111 xoaar.: 4EBB "1828-CALI" GARAGE SIIDTG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B r-PRAMT 11/15/18 SCALE: 1/4"=1•-0" B*IEET WA4 lw TEXTURED // \\ FH864 • WOOD. I ✓ U2' TEXTURED L .......... FMIBN • CMU - -- 2x6 SUB-BANb i W/1'x4' NOTCH ® METAL LATH r------ ---------- - -- END, WRAPPED IN i I PEEL 4 STICK METAL FASCW WRAP OR �SNEATHInKs DRIP EDGE 1� bnJC UMM UARAP(FRAME ONLY) \ WRB LAYER 42, FORTIFITBER �---------------- ------ ----- i I \ BUILDMG PAPER 1/8' TEXTURED I \\ (FRAME ONLY) 1 FINISH ® WOOD I \ 2xe 8UD AND-1 ROOFW. 1/2' TEXTURED \ �' c�rtEHT \ FINISH a CMU / \ DRIP EDGE \ ! V METAL FASCIA \\ ur METAL TUCK O !, Wia RAP ' FROM \, ©FL AN * �l B STUCCO, IFROM \ WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ \\ SUB BAND ONLY N ROOF KICK OUT REMOVED \\\ \\ FOR CLARITY \ \ ROOF DECK(BEYOND) `\ DRIP EDGE, I. OFF WALL \ NOT INTO STUCCO) `\ 1 \ 11/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK (A)ELEVATION - ---- METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE -ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4"x4'-O" SCABBED TO TRUSS W/12d NAILS W-8" O.C. MAX. 2x SUB -BAND W/O�W' NOTCH A END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) -ROOF CEMENT ROOF EDGE OMITTED FOR SUB BAND DETAIL e WALL CLARITY W/KICK- OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —;bdesigngroUP.eom AA #: 0003325 y E i f 0 aumm Z ii m SILVERADO LOT #12 BLK. #11 rRcNvwTjp 04128.002-12 11 MODEL.: 4EBB "1828-CALL" GARAGE *WD90: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B A. L� AR NO V D � 11/15/18 8CAI"E`. 1/4"=1'-0" almew WA6 FOUNDATION NOTES 39'-8" 3'-4" — 1 — — — FM-12X72 — — — — — — FM-12XIB — �I o - 4" CONC. g I SLAB 00 I a F-24X24J-3 LL 12 r 10'-0" 10 EXTEND FM-12718 1 SLAB 11/2" id I tow I I I I" I •I� SLAB Ix N I ILL I I I • I I •I I I l I I xl • LLI I• 15'$" 5'-0" 191-W 4" PVC CHASE TE-1 I • ' 4 5 12 I 4" ' 17'$" 2'-8" I 3'4r 5 . I ILL o I EXTEND 1 2 SLAB 112" 1.1 -- FM-12Xi8 4" CONC • I �N law SLAB ) ()I 3'-4" ILL ) m a�3 12 i I , r7 12 4 a 2 J FMC-12X18 I FM-12X18 FMC -12XS FAF12X12 L FM-12X18 J 4 2'-8" 18'-0" 2'-8" 3'-10" 10'-2 21'4" 4'-4" 14'-0" 39'-0" FOUNDATION PLAN SCALE: 1/4" =1'-0" 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 +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. S. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVIIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.gNDICATED #5 8AR, INDICATES #6 BAR, 11DICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6 =367, 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 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 5A3, USING: Fm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSD, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'4r O/C MAX. SEE PLAN FOR VWW SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bxe W1.4zW1.40VER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - ( s FM-12112 12 CONTINUOUS 12 - (2) #5's FM-1208 12 CONTINUOUS 18' (2) #Vs + 0'-0" FM-16k18 16, CONTINUOUS IS, - (2)#5's +0"!7' FMC-1208 17' CONTINUOUS IT - (2)#51 #51N CURB VARIES 74x24 24" 24" 1 (-)O'i" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeso giouP.00m L AA#: 0003325 , ra may.. O 1 swan►. ae LO. SILVERADO LOT #12 BLK. #11 PllOJEOT# 04 28.002-12111 MOVIZU 4EBB "1828-CALL" CARACE 8TIM0. LEFT PACE: FOUNDATION PLAN 150 MPH EXP. B AR NO 93723 j DA il/15/18 SCALE: 1/4-=1'-0" Bill= s1 30" MIN. EACH WAY MONOLITHIC FOOTING f STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND g STEEL REINFORCING IN GROUTED G a CELL SEE PLAN FOR SIZE AND • . v a = a SPACING REQUIREMENTS L1 } SPACING REQUIREMENTS '•vv'J,' v: ..- �P•: GARAGE DOOR Q W w In U W _: . � RECESS mJ as � < v ". r FM a ¢ 0) 8" CMU WALL O V) 8" CMU WALL I .��— CORNER BARS, SAME SIZE AS BAR N W 6• O - l IN FOUNDATION WITH Nr LEG EACH I W = o ,- 0-0' WAY AT ALL CHANGES IN DIRECTIONS rn N v) �~~ TOP OF SLAB40- TOP OF SLAB I ..• SO THAT THE STEEL REINF. IS CONTINUOUS /,/'���' ,ai--t-r�' • MATCH AMOUNT OF CONTINUOUS BARS vl CURB FOR • EXT. PORCH SLAB .i e •'� SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) 78 •� - V I S SEE SLAB SCHEDULE TOP OFF EXT. PORCH SLAB I'I� ILL v. CONTINUOUS STEEL MONGJTHIC FOOTING REINFORCEMENT SEE SCHEDULE '- 7;0. MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT (YNiERE ^ f • �� 8" CHAMFER (2STORY) #4 24' 4" CHAMFER (1STORY) W/ 112" ISOLATION .�" r, �� 6" CHAMFER (2STORY) �_. 0'-01 APPLICABLE) i SEE SCHEDULE #5 30 JOINT (WHERE APPLICABLE) •iEE SCHEDULEs Z A.NSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE 38' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (w 2 TO 3, PROVIDE BARS), UNO #7 42' N r`�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE 3/4" I-` @ SCALE:314"=1'-0" GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: SCALE: 3/4"=1'-0" u1 oa ,0 NEW REINF. BAR 2'CAPPED Oa I BEC If g EPDXY. MIN. EMBED GALVANIZED PIPE Q 8", LINO W/FLANGE ® BASE S p FOLLOW ALL MANF. SPECIFICATIONS FOR 4 rn Uco SE AND F m PREPARATION OF a Y URE FLANGE TO Z HOLE. W W/(4) 1/4" X 211C o O M?O L:TAPCONS 4" CHAMFER (1STORY) 8" CHAMFER (2STORY) - ADDING BAR TO BOLLARD �1 MONOLITHIC FOUNDATION 5 SCALE: STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z o> �W U v � a 0 (0 p 8" CMU WALL 0 TOP OF SLAB SEE SLAB SCHEDULE Z Z ' "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND Fl.R POURED MONOLITHICALLY WITH FOUNDATION AND SLABEDULE ,BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 0 SCALE: 7A41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigrigroup.com AA #: 0003325 Z h m �i O 1d C svlwiv. ag WTt SILVERADO LOT #12 BLK" #11 PRDMMT/ 04 28.002-12111 Imonmu 4EBB "1828—CALI" 0AP tGA swu90: LEFT PACE: DETAILS %150 MPH EXP. B !'ADD A ABOUCHACRA L AR NO 93M D TM 11/15/18 sCA=. 1/4"=1'-O" algmwr S1.1A DOWEL PLAN SCALE: 114" = 1'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWkgroup.com L AA M: 0003325 h m 2 C sumty Z LOT: SILVERADO LOT #12 BLK. #11 PROJ=T#1 04128.002-12111 MODZU 4EBB "1828-CALL" GARAGM BVIMG: LEFT 1 PALM DOWEL PLAN 150 MPH EXP. B I ARcHmiftT 1 a u►CRA AR NO 98723 J DRMT A 11/15/18 SCALE: 1/4"=1'-0" spgz= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/1P HOOK -GROUTED BOND BEAM w IN p CLEAN OUT REQUIRED w POR INSPECTION . .. Zq Q m v .1 TIEVERTICAL REBAR n. b TO HORIZONTAL REBAR W/10'HOOK BAR SIZE F48 BAR DIA O #4 24" U #5 30' #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=l'-0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 H V b g. O a h O a I]P slimly.'kSILVERADO LOT #12 BLK. #11 ROJECTp 04128.002-12111 HODZL: 4EBB "1828—CAU GARAOS SWENG: LEFT PADS: DETAILS A. N rppmmDA 11/15/18 SCALE: 1/4"=1'-0" sklz= S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 12" HDG NAILS. SMALL JACKS < W MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, MOOD TO WOOD: USP RT16A OR LUGT2 W 10d x 1 12" HOG NAILS, F01 ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING E 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'). 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM O'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF UNTEL IT.O.A =TOP OF ARCH I T.O.S= TOP OF SLAB -IRREIRiSLINDICATES ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (fI) IZEf REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 (1)4'5 N/A GROUTED SOLID 'CAST-CRETE' SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U4-PTTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH aO 241' M PRECAST 2231 W4' 0 ") PRECAST 1988 4W (54') PRECAST I= ff-C On PRECAST 1217 8--1P M PRECAST 1082 81' (M PRECAST 008 rd' on PFAWW 743 V-C (1121 PRECAST 884 1Q+ rST9 PNIOW 475 11j' (13) PRECAST 382 174r (IM-) PRECAST 337 I" (IM PRECAST 296 ua (Ion PRECAST 279 14'r (178') PRE1A68M NA I" (Im P NA Irs' PM PRESTRESSED MR I" Ras) N.R. 211C OM PRIESIRMW MR. 22W PN7 PRRS7 NA 2f4r PR�IRF?88® wmr—=.® C=mr=—=l i00�0000 ODmOm�ml 00�0000', i�m00000'. mo®room o©000©v mooQ���r�i �®00000 ©M=NEMWA"— W- W.-W 0oovoov ©�00©DO 0��0�00 o©©©oov ODD©E�00 OD©©�00 O��m000 v00000v 0�00�00 ■:.l�00�00 000000v 0000000 0000000 0000000 0��0�DO ��0000© 0000000 ©0�©�0© ©0000m—m0 Pm'1 NA ti. >m I se I 4e1 m I ten as (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VAWESTANEN FROM 'BAFE LGAD TABLES SYCASTCREIE MAY2018 ®R10N -ALLFRECISTFROOUCTSARE TOWNWALLED PERMM MAC tNM SPECIFICATIONS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTEL.S SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH — ere -I LENGTH 24r (4n PRECAST 1023 1024 I= 28 (m PRECAST 4'-0' (4C) PRECAST 705 783 1309 4-0' On PRECAST r4r On PRECAST 02 ti91 ion bd' Wj PRECAST 8-P on PRECAST 411 411 745 " Pn PRECAST 8-10' (70') PRECAST 340 330 0111111 BAP (TO") PRECAST 8d CM PRECAST 807 721 40 fa' m PRECAST Td 01 PRECAST 424 u4 an T4C on PRECAST Qs' (Im PRECAST 32S 812 =0 er (113) PRECAST 184C (12n PRECAST 2H 401 180 184r (12111 PRECAST 11�4- (138n PRECAST 250 462 184 11W (13r) PRECAST 11" (144') PRECAST 244 402 IN 12-0' (144') PRECAST 1364' (ion PRECAST 217 04 110 IT-C tion PRECAST 1,11041' (188') PRECAST 208 293 100 14'-0' (Ion PRECAST 14'd pm PIBII®mm NA 284 M ic4r (178') mamiss I" (184') PmEr NN 2RB SS 18-r P9r1 PRTSTRE9 17%4' On PIEBITISS= NA 124 64 me wn PREffm 18-4' Par) PMWMMW NA 140 92 W-C mn PRFd11E9 21 i' On PEPIMM NA 12S 42 2C4' On PREfli® 22.0' owl PIE"Fam NA 118 40 22-V Pan PMNFMS 24W Pool MMTMM N.R. I 91 33 W-W on PgE871rEt (D) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BYOTIEFRS TO SEETOREXOM VALUER STAT® ABOVE -PWYMWSAN 'CF BFAiR1OPAST EACH SDEOFMOMOPENNB PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIWSION ACCEPTANCE #: 1"126.03 LIFT BEAM PLAN SCALE: 11C = 1%0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesIgngroup.c0m AA #: 0003325 Z to LQ d O O 1 acrsniv ae rJoT: SILVERADO LOT #12 BLK. #11 PROJECTil1 04128.00 -12111 1EODELI 4EBB "1828-CALI" GARA039 8111FIN01 LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10" HOOT( #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE*5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND 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. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH A LINTEL THE BOTTOM 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 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le" DEEP. # OF #5'S, IN 2NO BOND BEAM COURSE 6-1T/1 /c B IT IS THIS ENGINEERS INTENT # OF 95'S, BOTTOM THAT XFXX - 1T/lM/08 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - ,T/OM/0B INDICATES A SINGLE BOND BEAM NOMINAL— HEIGHT # OF #5'S, TOP BOND BEAM COURSE WINDOW PRE -CAST •319. d. N WINDOW SILL 2r i SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYR aw m1 BOND BEAM TYP. B•k16" (p BOND BEAM 8x16 DBL BOND OP F BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM Op OF W/ (1) #6 BAR '.,�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-7 OR BEAM DESIGNATION 2 8.8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L,) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3116 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN IAA EMBEDMENT 2.6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SI SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 IW) Ir' FROM EACH END AND IS' O.C. MAX. MIN 1-19" EMBEDMENT 2.8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4•' MIN, 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdeslgkgroup.co AA #: 0003325 tt w O �e G ""'N amwiv. & i.02- SILVERADO LOT #12 BLK- #11 PROJmCT� 04128.002-12111 MODZU. 4EBB "1828-CALL" OARAOR a»o: LEFT PAGE: DETAILS 150 MPH EXP. B DP � 11/15/18 SCALE: 1/4"=1'-0" SPIEW S2.IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WW (9)10d x 110 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IDd x 1 12" 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-M AND APPLIED IN ACCORDANCE Vim 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 UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS 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 W LL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 9. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ` x 2 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS W TH 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. AVD CING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAOIIN ATPLALEAST 8" FROM THE CENTER OF THE COLUMN CJ1 CA G15 1A .1 1-PLY U: -1003 LBS 0: 2294 LBS 1A 1 11-LY Lk -462 LBS G:1858 LBS to 3.1 I -PLY U: -162 LBS G:1673LBS F— rIA'\ 1PLY U:-528LBS G: 1001 LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W (2)16d COMMON NAILS 8 SECURE TO BM. W/ USP HLPTA75 USED TO 5 $ 3 BRACE TOP OF WALL m m mmmmi-,_I-mm"A 1 1 1 _ _I _I 1 1 1 1 1 i i 1 1 1 1 1 1 . 1 FRAMING PLAN SCALE: 1/4" V-0" CA1 CJ3 1-PLY G: 496 LBS U:-145LBS GW 1A 3.1 1A 1PLY U 31a LBB G: 630 L138 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWigroup.wm AA 0: 0003325 N O a h O SVIiDIV. AC L0 SILVERADO LOT #12 BLK" #11 Pito amT111 0412 .002-12111 HGD= 4EBB "1828-CALI" GARADS SVfMG: LEFT PAGIO: FRAMING PLAN 150 MPH EXP. B Dw n- 11/15/18 aCASM 1/4"=1'-0" axz�r S3 PLYWOOD SHEATHING, SEE "ROOFAYALLIFLOOR SHEATHING FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) I Od x 1 12" TO TRUSS EA STRAP. FL#176W DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED VW (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED VW 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS ITO/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) alb TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE:34"=,'-0 (2) I N0.2 SVP' 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d . EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4r TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WT 2' FROM CENTER TO END. WASHER SET IN HIGH 2. WOOD FASCIA, STRENGTH EPDXY S" SEE ARCHITECTURAL MIN. EMBED. AT 37 OC MAX RE-ENG GABLE TRUSS SECURE GABLE TOZ6 ` P.T. PLATE W/ 12d's 6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2.1 SECURED W/ (2) l0d's C EACH TRUSS TO BE INSTALLED 10'-0" D.C. MAX SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END FIRE -EN TRUSS NOTCH DEPTH 1/41 OLE EDGE>5l8" OLE DIAMETER < vsro sGL. sru0 OUTER 113 OF SPAN ONLY HOLE EDGE>5/8" ol BTM. HOLE DIAMETER PLATE < 3/Sro DBL. STUD STUD NOTCHING BORING LIMITS D�� SCALE: 11-1-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 (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO VIAND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTi6A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" # 1175 UPLIFT USP HT1NM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l -0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 W W WAbdeBlgngr'oup. AA #: 0003325 J fro .. O 4 k A sxnmxv. ac LOT: SILVERADO LOT #12 BLK" #11 PROMCT/ 04 8. 02-12111 uoDzu 4EBB "1828-CALM' GARAGZ BMINC: LEFT PAC& DETAILS 150 MPH EXP. B DATM 11/15/18 SCALE: 1/4"=1'-0" SHEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 44N O.C. (AT O PRE-ENGD WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 024.O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2z8 PT. PLATE TO BLK W/TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W42' - WASHER SET IN HIGH STRENGTH EPDXYB" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's e" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds @ EACH TRUSS TO BE INSTALLED 0 10-0' O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4-1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdeskgngroup.com L AA 8: 0003325 4 g b O O a auaaiSILVERDO v acALOT: LOT #12 BLK. #11 Paon=Tp 04128.002-12111 MODEL 4EBB "1828-CALI" GARAGa DTIMO: LEFT PALM DETAILS %J50 MPH EXP. B DA 11/15/18 8CA M- 1/4"=1'-0" s2'IET S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG BRACE W/ (3) 12d Q EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0" (1) "X" BRACE 30'-1" TO SO'-0 (3) "X" BRACE (1) "X' BRACE @ CENTER (2) W' BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE — "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WN(3) 16d GALV. COMMON NAILS. 1x2 SECURED WI 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3'4"-1'-° PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmWigroup.com L AA 0: 0003325 g Pi C O �s 9 SUBDIV. ec LOM SILVERADO LOT #12 BLK. #11 PROJECTI/ 04128.002-12111 icODEL 4EBB "1828—CALL" GARAGE OWING: LEFT PAGE: DETAILS %150 MPH EXP. B I A 11/15/16CALM 1/4'=V-0" RINT iIEET S3.1C Nm Loam ROOF WIND DESIGN PRESSURES N (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DMRftAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE ad GUN NAILS.0 4" O.C. EDGEWISE 2x4 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 TENSILESTR. SHANK ad RING SHANK 2 12' 0.12T 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Bd SCREW SHANK 2 12' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1854 2. INTERNATIONAL STARE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ad RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ad RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z9 zY Z 2 = U J G o o- a z z Z 0 f Z S N z' m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAM94G SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHINGLAYOUT AND ENDWALL BRACING FOR GABLE END F3tNi4G Bd RING SHANK GUN NAILS 6" O.C. IN FIELD-` 8d RING SHANK GUN NAILS @ 12' O.C. IN FIELD or 8d x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' O.OJtJN 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 SPEURCATIONS 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, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 740 AND ABC 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 PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO SE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY R THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DONMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-O WGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR LIVE LOAD 40 pst 20 psf TOP CHORD -non-concurrent 10 psf BTM CHORD nancan vat DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 Psf vd ASPHALT SHINGLES) (10 psf MY No GYPRETE) 10 psf BIM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 PSI` WINO DEAD LOAD SPEED =180 MPH & SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNNG 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 DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,DO0 psf, 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-lW. TREAT ALL SOIL FOR TERMITE PROTECTION THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECMCAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS WAVE 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 -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHUL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94R MEASURING, M10NG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTALFEO WHEN CONCRETE 158ATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER S ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT B(CEED 90 MNJIB. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MMJTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE DINNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FIRMS ALBEAS FOUANS A 3' FOR CONCRETE CAST AGAINST AND PERMANEIRLY EXPOSED TO EARTH IFOUDATION5) B. FOR CONCRETE EXPOSED TO EARTH AMLORWfAT1ER 1-112' FR MS AND SMALLER 2' FOR tAI AND LARGER. Q FOR CONCRETE NOT E)DOSEDTOMATHER 3/4- FOR SLABS WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRBFS ALL AGGFEGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL SE3W, PROVIDE 6%AIR ENTRAINED CONCRETESGOSEDTO FMTHORWEATFEt WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPIT. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CH AM`ERW 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 MODULUS OF PROVIDE II-ML CONDNUOUS UD POLYETHYLENE VAPOR BARRIER MEMBRANE BRALL SIABSOWMI DINHEREINDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6 INCHES AND WALH)WHTH AD ESIVETAPE PRESSURE TREATED. PRESSURE TREATED 807TOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL D VBE FORM-WORK-CORROBORATE (DOT). WOOD FOR STRUCTURAL USE SHALL TREAD FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FORDOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM VJDRK CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS- MINIMUM NAIUNG PER FBCR 2017, 6d1 EDITION- SEE NAILING SCHEDULE R PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, R OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOW COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRLICT10N THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 WELDED WIRE MESH: WELDED W RE MESH SHALL BE ASTM A185, GRADE 65 AND BE PLACED INACCRDAWE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0.00, EACH WAY. REINFORCING STEEL' REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPEC LCATIONS. 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 ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. 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 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 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 HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'bESIGN NATIONAL STANDARDS FOR METAL-PLATE-CONNECTEPWOOD TRUSS CONSTRUCTION:, AND "rPl/1NfCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL 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 NTH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCH TECTURAL 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 OFTHE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARESA AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm= 1500 PSI, BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE Rl1NMNG BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WINO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SWILL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 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" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL SE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE'N7" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERNSE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH ROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR D)AMETERSF, U.N.O STRUCTURAL STEEL.: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH 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 A36, Fy = 36 km FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-800, GRADE B, Fy = 46 k.L STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONORETE-FILLED INTFE 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 -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER NFPNGTON 91II TYPE RE— AWlIG11IXi slm ITYPE SPxONG RE — 1Ye PT fUPoiNG TO RY/GONG IMAGE ®COL ONO. a GORa[3E ODg2 &IfX To MAWNRYICOIx;. SEE— SEE OETRI SE E DEMO SEE aTNL SGD.v .O(T. GOOR9 ,x , SEE NOTES CASE MNNTd)@l®COL NIL, t2 LONG. S•O.0 STAGGER® WJIOONYOOOfN FNSTHMEO HMO M9NNtY/WNC .—E.— TOMt9DH-ow SEE DETNL SEE OETNL SEE DETNL SEE OETNL WIND-1— -SE-1wNODW000R/PASIBMFU ^°°E'® METALsmwro MA90NRY'CON". CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS NOTES (3nSN. ,9•dC MB DES B�. ONBEPRINGYAOG 1? E%PNJ90N ZP /•EMBED .r@D W/Sq.T DIST. 9•EOGEp6T Wp919i WNOOW ,-- 3a•M91Fe31x1' PTT t09TEElWL.,Sff NWEREO WE 1,2 NOTES NOW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT) X-ZF HEAR 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. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2. 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 wmew.alodeskgrigroup.corn AA#: 0003325 i q V m O yO 0. C SUDDIV. 89 LOT: SILVERADO LOT #12 BLK. #11 PRO"=T# 04128.002-12111 MODEM. 4EBB "1828-CALI" GARAGE NSWING: LEFT 1 PAGE: DETAILS 150 MPH EXP. B ALABOUCHAM Ij L AR NO 93723 fD - 11/15/18 SCAIM: 1//4""=1'-0" s S 1v 1/ 'or, -'-