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HomeMy WebLinkAbout6743 Ezra Loft Pl• STATE 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 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT THE BUILDER ASSUMES ALL LIABUM 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 BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PFOMR WA'PIONj TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TAMELY MANNER. AB DESIGN GROUP TARES NO RESPONSIBDJTY FOR DiTERPREfAT10NS 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 1_: 111611 V I 12602 TELECOM DRIVE, TAMPA, F1 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 •FBC RESIDENTIAL 6TH EDITION (2017) • FLORIDA FIRE PREVENTION CODE 6TH EDITION -NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION *ALL LOCAL AND STATE CODES •OCCUPANCY - REMEMP14 GROUP R3 •CONSTRUCTION TYPE - VB -10. INTERIOR FINISH - CLASS B *BASIC WIND SPUD - Vult=150 MPH Vssd=116 MPH •EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES na D.S. EA. LK4WA 1520 sa FT. ELF GARAGE 430 Sa FT. FQ' ENTRY M, Sa. FT. .1 LANAI 88 sa PT. F.G. P.G TOTAL 2362 Bo. FT. FIN ABBREVIATIONS ABOVE MFR. AIR CONDITIONING MIN. ADJUSTABLE M.T. ALTERNATE MTD. AMPERAGE MTL BOARD N.T.S. CENTER LINE O.C. CABINET PL CEILING P.B. CLEAR PH CONCRETE PLT. CARPET PLYWD, CERAMIC TILE PR DRYER P.T. DOUBLE I DUAL GLAZED RAD. DIAMETER R.A.G. DIMENSION REF. DISPOSAL RM. DEEP R.O. DOOR S.C. DOWNSPOUT S.D. DETAIL S.H. DISHWASHER SHY. EACH SHTHG ELEVATION SHWR. EQUAL Sim EXHAUST SL EXTERIOR SL. GL FIXED GLASS FUEL GAS STD SWS FINISH FLOOR TEMP. TOR FLUORESCENT THK. DR FRENCH DOOR T.O.C. .. FOOTING T.O.P. GAUGE T.O.S. R.OSP. GARBAGEDISPOSAL TYP. .L GROUND -FAULT U.N.O. CIRCUIT JNTERRUYM GLASS V.P. ?. BD. GYPSUM BOARD W. HOSE BIB W/ HOLLOW CORE WD. i. HEADER WDW. r. OR HT HEIGHT W/H UL INSULATION W.I. INTERIOR /. LAVATORY d. LUMINOUS .. MEDICINE CABINET MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURETREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS ALL COMPLYWITT4 REVPILING p,LLWO FLORIDABUILDING CODE' CODES TRIC CODE, tAP'TIAND HE C OF ZEPH.(RHILLS ORDIN"CES N ��il. 0-w INDEX OF DRAWINGS ARCHITECTURAL PG PG PG PG PG PG PG PG PG PG PG SHEET # STRUCTURAL SHEET # PG SS -FOUNDATION PLAN PG S1.IA-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 SMA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DESCRIPTION DESCRIPTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-1744078 W VW.abdesWigroup.com AA N: 0003325 Hamm svaDrv. MMe Lon SILVERADO LOT #44 BLK #6 P1tOJ>SCT 04 28. -044 MODzu 4EBB "1828-CALI" GAItA*Z SWDM: RIGHT Ip a COVER SHEET 150 MPH EXP. B 3 DwT 1/29/19 sCALM:1/4"=l'-O" s>Et>!r C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2D17) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12. 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 WRING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH SOUD WOOD DOORS NOT LESS THAN 13B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13B INCHES THICK, OR 20MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MNIMUM NO.26 GAGE (0.48 kM SHEET STEEL 1' MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. enwom 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 LS 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- D' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." Tum 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLYWITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLffL00RSHEATHING FASTENER SCHEDULE ONSHEET SNI. B. MNIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MNIMUMAREA SHALL BE 8 FT . SC. PLUllsel0 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH 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 P29D3. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 EXTERIOR WALL COVy61e106 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 EXTV" FI N111EB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,12' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063- IiA AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB 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 WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 , f114 0 w W 0 aysDly ea Lo14 SILVERADO LOT #44 BI.K. #6 IPRDJWT# 4 2 .0 0-04462 xoaau 4EBB "1828-CALI" owluas awa�o: RIGHT PAl GENERAL NOTES 150 MPH EXP. B DATM 1/29/10 aCA=.- 1/4"=1'-O" sllz= GN 39'-8' 010 a'11111a�; O'1111111111'a'1111Y11111a 0111110 0 om M. 0 11 II ME rl C� o �p04 0 � a � s� I 0 � o � ' Y � AD - o �1 1� a m . a M n1011110��al YYYYo 01111110 a1111n -* 9 107 SQ.FT. CAM'S LIVING 1028 8Q. FT. GARAGE 430 SQ. FT. saw K 8Q. PT. LANAI 88 8a FT. TOTAL 2312 BQ. FT. CWOMADCL MMUIll 1111011D BQOIIAE FOR 8IECOID MIX @81181 10YME mei0 YIXMD Alb FORMAIDTWE FOIm MIN. WINDOW to S 24/-33 CRITERIA EiX MRIOR 611ANG IB 8 24/-31 OR MIN. CRITERIA SGD. MIN. 41 S 23/-29 CRITERIA 160'10 OIID. 112 S 2DA/-22.1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=D, EXP.=B, MEAN ROOF HT, = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C L. TOP PLATE 9 in BAR DETAIL A SCALE, 1/2'•P-®• V, d 0' u u 0 e DIM. VARIES ARCH DTL. (,ARCH u2 - I'-W' FLOOR PLAN SCALE, 1/4' . I'-C' NOTE- -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN TI-E GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (3S MM) IN THICIWESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LEGS THAN 1 3/8' (35 MM) TRIM OR 20-MNM FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774.6078 FAX: 407-774-4078 www.abdeslgaDooP.com AA M: 0003325 8 AN sUNDIV ee Lill SILVERADO LOT #44 BLK- #6 PRoJSCT111 4 8. 00-044 2 KoDzu 4EBB "1828-CALI" GARAGE 119FINd: RIGHT PADS: FLOOR PLAN 150 MPH EXP. B AROHil STATE OF a� RDLAW A CPA AR NO Ill Il � 1/29/19 sxas8'r Al BLDG. I-IGT. F"DON LV12X74 6HMGLE ROOF .� � OR EQUIVALENT 6 ,—LAP 61DMG A6 (TYPJ 4' PREIZE BAIL (TYPJ 6'TRM1 BOARD (TYPJ ME MIN [mom ME I1 ■ � �I,I�I I�I I�1 Nam. __•� , FRONT ELEVATION WALE. V4 • 1'-®' TEXTURED PINI614 OFF RIDGE VENT OFF RIDGE VENT RFAOFATTN: a 2364 SC. FF. NET FREEV13MLAWN AREA REQUIRED • 1E3w REQUIRED vooLATION AREA 2364 /3W • 7m ENTNATURAREA R SM INCIRS PER FT. 1140 • LIX72511 IN. MIN. REQUIREDVBAHATION • .5X 1M72 IN IAPFR PORTON OF ATTIO 5®36 = IN. f RIDBEW11TILATIONARFA • 115SQM.PERVENT S6T361115 =ALIOF VEIFIS READ - 49335E 0F VENTS PSWIDED 5 •AREA DF ATIIOISTHE PERIMREROFTIE ROUSE, LESS THEOVF IIIANG IXilRRMOF WALLTO MMIOR DF WALL. NOOVERHANGS INQl1Dm 0'-W BRG. HGT. ■I I�IL7pi I In REAR ELEVATION WALE: 1/4 • I'-0' TEXTURED FINI6H AB' -ate E j ---------------------- ------------------- ------ LEFT ELEVATION WALE: V4 • I'-C' TEXTURED FINI&H OR- RIDGE VENT OFF RIDGE VENT a' -a' BRS. 'a 0'-0' FIN. Fl-fZ `'' i� -- --- --- - --- ----------- -- --- --- --- — ------ ---- ----- - RIGHT ELEVATION 6CALE: V4 • 1'-W TEXTURED FINIOH aunty. as LOTt SILVERADO LOT #44 BLK. # 6 PIROJECT 4 . 4462 MOOR <.1 4EBB "1828-CALIF GAPtAGE 8WUM: RIGHT PAGE: ELEVATION "C" 150 MPH EXP. B ELECTRICAL LEGEND aYFL DESCRIPTION TANDAND SWITCH -WAY SWITCH T SWITCH -UJA1614 ETER SWRCHN MUTTON 'SCON.E+GT T TAT E RECEPTACLE (I2Sv/JO-AMP INGI-E POLE) Wv DUPLEX RECEPTACLE ION DUPLEX RECEPTACLE (EQUIPPED ITN GROUND FAULT RUPT0WrAMPER RESISTANT . v ION DUPLEX OUTLET(WALF OF OUTLET MED TO SWITCH) 4t- EXTERIOR WATERPROOP00PI IWORPTACILE(GROUND FAULT NITERUPTER) WV QJADPLEX RECEPTACLE ®19VV DUPLEX RECEPTACLE (FLOOR 20v RECEPTACLE (4 WIRE OR) UNTED LIGHT MOUNTED LKiNT Caw LINTK�NTONCE #,"TMRACK PRE -WIRE WITH( LKiNr (I OPM PER SQ.KSHT FIXTURE LIGHT FIXTURELIGHT FIXTURE K LI;WTNG rnC LIGHT WITH FULL CHAIN CABINET LhSWT ® 4FLUORESCENT LIGHT (RECESSED) m P1.41. k4' FLUORE8CENr LKM-rr (SURFACE Del k4' FLUORESCENT LINT (RECESSED) Ex O )RECESS LW&IT CESS LIGHT (VAPOR PROOF) (LNG MOUNTED LKiNT WITH J-BOX OPT. FAN CCAL P D TION) I-0 -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILNG MOUNTED FAN 0 T FAN (I CFM PER SQ. FT.) w JACK O• DETECTOR (CEILING MOUNTED) rrEa TV No MOUNTED OUTLET Fawazmzw JACK -4s PORT NOTES, • LOCATION OF TV JACKS N PHONE OUTLETS N FANS TORE VERIFIED • NO•EOUNER PRE -CONSTRUCTION MEETING. • ALL B N 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PIER NEC 210.12(b) 2014 EDITION • 20 APT DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON IOTCFEN CIRCUIT) • DIOWU40MM DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 OPM INTERMITTENT PER TABLE MNIMA OF FBGR •TH. EDITION (20M) •LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERU'PTER PROTECTION FOR PERSONNEL ON FEEDERS) • WRRNG METHOD SHALL BE NON METALLICCABLE AS NEC 2014 ARTICLE 700A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . ALL AI.IIon noel L ow WLKCMn By RUI DER AND 1ST OF LKGHTMdi MUST BE ENERC4Y EFFICIENT TYPE PER F.EIL. ENERGY GONSBIIVATION (RESIDENTIAL ENERflY EITICIlNGY) 20M. lth EDITION R404-1 CEILING MTD' L6WT I 'i=IRE-WIRED LIVING ROOM TO EIE INSTALLED, I CLG FAN �.,.) OWNERS PROVIDE J-BOX FOR I L' \``J FM -WIRED` ,QUITE OPT. FAN I \\ GFI QA FANri ` J C .,) DINING �� 1 / CL� FAD ROOM I I I I SWITCH I CABIPST DID D ------ --- -------- I / I 0. I — ---- Z.41— GFI I H \ I laTCHMEN - -- , SWLAUN PAIL �\ CAR ------ \ RANGE GFI O GFI _-- 0---- I BDRM4/ Dw--- WMWO WIRE W/ i i I ♦�� (`• ,7 OUTLET FOR ® — _ — - FUTURE MICRO I I I /aKA I (' J v PRE -WIRED 1 I I cLG FAN 1 I I RAI PRE -WIRED CLG FAN 1 I I eJ,2. I CFI . Pw (> i a. FOR \ r — — — — — AJF. CAIRAW 1 DOOR \\ L j z BOLLARD AS IRECL � WALL MOUNTED PER .DG. EI�6a BATH i j I ® I \\\ LIGHT W/61UITCH IN ODE t73 ATTIC I IS/CO 1 \ I \ KEYLESS OUTLET METER BDRM.0 % FOUR FIXTURE FIELD / `wl VERIPY IL IRRIGATION 1 1 OUTLET • C ' J _ ENTRY GARA a 49' APP. WI PRE -WIRED I CLG FAN I { \ \____________________ . ----------------------------- OPT. COACW Lk W ELECTRICAL PLAN SCALE: 11 . I'-V ©oo�---'� man Oil ®ao�s�mo ®o��mEa oO�Q©O o rsv>,as�s--r----r���o ©oo�mm m� >•rr.:�s�a�r� ©oo�om NEM mm^-r*�oao om P ®om,-gym© yam-��,— . _:■oo© OEM 1111113111111 mmmc_��o om�mo�•� ._. 0 m . .... .... BED mr—=]E RIIIIIIIIII Ir-rr�t PROVIDE a•tro CLL THNN . 1% CU N 2' CONDUIT OR D wo AL. TNW . FS CU N 2' CONDUIT. (CONDUIT To TERNNATE AeoVE SOFFIT . OVERHANG.) SO AMP ELECTRICAL RISER NOT TO SCALE. COI"B.C" SERVICE BO AMP DISCONNECT SWRCN AND nOp40 voLT OBERAL NOTES, M ELECTRIC METER IN 1 A. ELECTRICAL MATERIALS ADD INSTALLATIONS SWILL NOMA 31R ENCLOSURE �O COMM.Y WT) ELECTRICAL PROVISIONS OF THE " OR &tw PAHBL ®moN r2 111). LOCAL CODES. AND ALL LOCAL. PVIM COTANY REGJIRI'CNTS. IS. ALL CONDUCTORS SHALL W TYPE THHNRHUN UNLESS NOTED OTIERUSE. tLLEPHOH SERVICE CowR" TSLENaION IMwANCE eeRVRx ENIIRANC.t SOUR'1"R7NT ME7R!NI POWER COMPANY TRMRFOR'ER NTEMYSTEM BONDING TEPIMNAL AT LOU GRADE VOLTAGE CONNECTIONS PROVDE a0 AT'P. maw VOLT, 1 PHASE a=oNoAPm-- I V CU SERVICE OPICUND CONNECTED TO ELECTRICAL SERVICE. mwvl E 3 R COPPER (CU) N CONCRETE ENCASED FOOTER STEEL PER 1412" VIA SCIEDULE 00 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE EE�4 2M ALL~ (AL) IN2" DLA GOOD" SO PVC EQ CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COI'PANY. COORDINATE WITH TLE ELECTRIC Sro" DIA X S FT L.O S COPPER CLAD dNROUND ROD COMPANY PRIOR TO END. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeeoWoup.com AA a: 0003325 STJMIV ac L.01! SILVERADO LOT #44 BLK. #6 PROZICTO 4 2 . 0- 446 MODMIA 4EBB "1828-CALI" 0AKA0a sWnKo: RIGHT PAOE: ELECTRICAL PLAN 150 MPH EXP. B STATE OF R.OAWA JAkv 3 �� A. CPA AR NO 937=1 DA 1/29/19 sCAMI: 1/4"=1'-0" siimm E1 TO PLUMBING PLAN SCALE, 1/4 • P-V 2' VrR. KITCHEN ONK UV in.AUTO VENT 1 ��1 1 �. 1 4. / 1 V2/ i it TUB I LAv 1 •j.l�� LAV l� 2 I I WC 3 3 1 I 3- , 11/2 ORM PLUMBING RISER DIAGRAM 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32730 PH: 407-774.8078 FAX:407-7744078 www.abdeskgrkgroup.com AA 8: 0003325 ,anm� es,<7 wiv. ea Lo SILVERADO LOT #44 BLK. #6 P1�OJECT 4 8. — 446 MODZ e 4EBB "1828—CALI" aAXAOE SWUM: RIGHT PACE: PLUMBING PLAN 150 MPH EXP. B i ARCFrrwp. RDLAW A. ABWJ"CRA L AR NO SP23 A DAT " 1/29/19 SCALE: 1/4"=1'-0" >slIEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT $WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SWALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG, ALL SEAMS SHALL BE SEALED WITH GLASS RAID 4 MASTIC AND INSTALLED AS PER PBC 6TW EDITION (20TT) MECHANICAL BLIM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL bl CLASS I AIR DUCT AS PER NPPA WA 2-&1 4. PRESH AIR INTAKES &Aj_NQI BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC (PTW EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 67W EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BA"LIM6, SINOUERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6114 EDITION (20TT) MECHANICAL CODE SECTION 403. e. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RET IR NED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILING AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMIIERS SHALL BE INSTALLED TO MPG. RECOMENDATIONB AND FBC 6TH EDITION (201'T) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET IUITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY N REFRIGERANT LINES y AIR HANDLER EXTERIOR ul4l.L y 3/4• PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE 10 LINES BELOW SLAB T REFRIGERANT LINES 10 PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301IA HVAC DRAINS SCORIATED NICKEL /— PIN. FLOOR BRONZE PL. PL. / OR WALL BRASS PLUG --�—FITTING OR EXTENSION TO SOIL OR WASTE AS //-- REQUIRED WADE 6240-K "AM B*VW INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DPPUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST PAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA66-71-RU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/I6'X2' TAPCONS UNIWIT�R SIMPSON 1116 ROLL STRAP OR EQUAL 4' CONCRETE SLAG 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 HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. r-e xe• CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vFLOOR SLAB CLEAN -OUT (TY�P.,) vEXT. GROUND CLEAN -OUT (TYP ) NOTE, ALL MECHANICAL EQUIPTIEW7 SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, 1/4 - I'-C' 1441 N..RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.7748078 FAX:407-7744078 www.abdeslgngroup.com AA 8: 0003325 q i a 0 0 ays0ty as LOT: SILVERADO LOT #44 BLK- #6 PROJMCT* 04128.0 -04462 MODRU 4EBB "1828-CALL" OAttARia aWtN*: RIGHT 1 PACE: MECHANICAL PLAN 150 MPH EXP. B RJ A DATE: 1/29/19 8CALE: 1/4"=1'-0" 819ZZ'T M1 2X4 TOP PLATE F'RE-FAB TRAM I/U' GL.Ci DOARD I*. OMMIALL —t T'h- 2X4 WOOD OTWO *24' Oc. BLAB FIX. PLR a: uw IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL ABNETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. D� SCALE. 3/4'.I'-V' FIBERGLASS SHINGLES OVER s30 PELT PAPER OR 6YNTWET'IC PRODUCT, INSTALLED PER SECTION R80&U.1 ON J' OAD. SHEATHING /6' GYPSIA 1 B: OR P CDX PLYWOOD OR I!t' HkiHl SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (i)- S (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM Dl SCALE:3/4'.I'-®' GEE ENERGY CODE FORMS PRE•Ews TRUSSVIR-43INSULATION INSULATION R-VALUES STRUCTURAL MTL. DRIP EDGEREFERENCE 2x FASCIA PER PER ELEVATION TI p. If ELEVATION& OFi ----- VENTED SOFFIT WINDOW ATTAC 41ENT AS PER MANUFACTURES —71 SPECIFICATIONS REFERENCE il STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRj Ix2 P.T. PURRMG— STRP'6 • 24. Or— a, cm 1/2'GYP. WL. BD. - WOOD BASE — n W/ WINDOW OPENING n FISERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER 1 SECTION RwO.0 If ON ' Ohb. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FILM e ' B TYP. WALL SECTION NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF SLOPES 2 12 TO LESS THAN 4.12 A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM BO.ALli. 3/4'.r-m' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IB PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTP'I D I&lbl 2B GAS LINE THRU BLOCK e r. FIBERGLASS SHINGLES OVER s30 FELT PAPER OR GYW14?TIC PRODUCT, INSTALLED PER SECTION R906.1.1 ON a' Oka SHEATHNG 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 STRUCTURAL DETAILS 1/2' THICK, 2 COAT- POORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a' cm an aM LN 1'-0. TYR ' a . 4 - 4 • 4' ♦ 4 ♦ ♦.�� I D����Q��i�i Oe.�iTiT4�:�, 4 s GARAGE DOOR JAMBS Dl SCALE: 11/2'=i'-V' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL LPRIW4 PER STRUCTURAL DETAILS PRE-ENG LLD, TRUS6— CONT. 2x RAT RN SECURED PER-/ STRUCTURAL DETAILS SEJ/ E ENERGY CODE PORM6 FOR INSULATION R-VALUES J.P'ER ELEVATION 6/&' GYPSUM BOARD OR 1/2' W*W STRENGTH CLG. BOARD W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bQ P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL SO. WOOD BASE FISERGLAS6 6HINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT. METALLED PER SECTION RwS.0 CN 614EAT14NG OR k CDX PLYWOOD SECURED PER ®, FASTENER SCHEDULE TYr. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG.GABLE TRU66 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 5 1— STORY GABLE BLOCK WALL .� SCALE, 3/4'.I'-O• 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY au 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosWWoup.com AA N: 0003325 V 8 AN a ausnn►. ae LOP SILVERADO LOT #44 BLK. #6 PURGJWT# 4 —04462 1[ODalu 4EBB "1828—CALI" GARAGX 9WUM: RIGHT PAGM DETAILS 150 MPH EXP. B re 4' E1106091ENT MIN. Y PROM FLOOR TO 2X6 d 2x4. ..R.4at DooR IYICIC IW (s) ® )U'XO' A-aOLTs 4. 011MOM W MN XV 2'X2 W4,6V♦M AND NIT OPACED EVENLY FROM FLOOR TO 6ARAOE DOOR NOR IN JONTO POOR TO FILLM 1-2X8 PT BLOCK • CENIER OP ® DOOR HEACeR WKI))PXO' J-OOLTO 4'VlWVIWT EII 25014' WASMR AND MIT. ® 1lpTC0: R MANFM:71 Rs INSTALLATION WTNICTICNO HI EIE GARAGE DOOR 1 BUCK ATTACHMENT 4e Au, w'• -r 8' CMU :i' DRYWALL I'X4' OR 1'X2' P.T. NAILER afMIN. bed P.T. OR %-A4' MIN. SECURE THRU FRAME 4 EXTEND 144' INTO BLOCK ❑W/ i4' TAPCONS (MIN. SHANKSIZE .1455HEAD SIZE 300 MIN EMBEDMENT 1-Y: WIT14N 6' OF EACH END 4 IB' Or— MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +13/4 OR +S/4 A e + o + 4 N.T.D. 2X4: m SECURE TO BLOCK W/ TAPCON6 OR (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN W OF EACH END 4 18' OL. MAX SPACING. 2X6:m 6ECIll� TO W .3)6' TAPCONMMN ANC SIZE 145 MIM HEAD SIZO60 MIN. EMBEDMENT 0149 WITHIN 8' OF EACH END 4 S• cm IS' OG. MAX SPACING. )S' DRYWALL 2X8, ® I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%. GA6NG TAPCONS (MIN SHANK SIZE .WIIS 700TTOA10 MIN HEAD SIZE 300 JAMB OR WINDOW MIN EMBEDMENT I Yi) H TO2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OC MAX BPACNG 2X4m SECURE TO BLOCK OY TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE SOD MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 MOTE: STRUCTURAL 2X I6' = MAX SPACINIG. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TAPCON6 TAPCON MIN. 1 Yi (MIR SHANK SIZE .145 EMBEDMENT INTO BLOCK - MR HEAD SIZE 300 CMU MR EMBEDMENT I Y4•) DRYWALL WITHIN W OF EACH END 4 �rV'IA4' 18' O.C. MAX SPACING. OR 1')0' P.T. NAILER 2X&. SEA PTO BLOCK W/2-j4' �• OUSB. X 4' MIN (Mrt,L SHANK SIZE .14b DOOR CASING MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT 04") ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 16. CO. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-16/1¢' i1-- �011 TO BLOCK +1-15/118 N.T.S. 2X4,m SECURE TO BLOCK W/j(j' TAPCONS (MIN. SWANK SIZE WS MIN. HEAD SIZE 3" MR EMBEDMENT I Yi ) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IB' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR I)4' TAPCON MINI (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8• �pJ WITHIN 8' OF EACH END 4 )j• DRYWALL 16' O.G. MAX SPACING 2X8m I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-i(a' CASWO TAPCONS (MIN. SHANK SIZE .Wb MIN. HEAD 812E 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) —ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' DG MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi) NOTE: SHIM AB NEEDED TO PLUMB JA'B (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 DOOR JAMB TO BLOCK +2 ��4" K +2 1!4 11� A TO BLOCK +1-1 2' u5"" To BLOC' 2X4m SECURE TO BLOCK W/ 14' TAPCONB (MIN. $HANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X I8' SPACING O.C. MAX SPAC MST MAST BE ON OUTSIDE 4 ZX6m THIROIYsH NON-STRUCTURAL VTA BLOCK W/J-I)(r'TAPCON PTO MIN. 144' (MIN. SHANK SIZE Job EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 • CMU MIN. EMBEDMENT 149 DRYWALL WITHIN W OF EACH END 4 IS' O.C. MAX SPACING. a 'X4. OR I'X2' P.T. NAILER 2XOm SRO BLOCK On-V DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I V) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER I8' O.C. MAX SPACING. MANUFACTURES DETAILS. uwa. «.� w:so m.u..un. foo wor a■®r� DOOR JAMB TO BLOCK +S" Ek.t/SCALE, N.T.S. 2X4m SECURE TO BLOCK WU V TAPCONB (MIN. 814" SIZE J45 MIN. HEAD 612E 300 MIN. EMBEDMENT I X ) WITHIN 6' OF EACH END 4 NOTE. STRUCTURAL 2X 18' OG MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V TAPcoN6(MIN. SHANK 61ZE TAPCON MIN. I-Yi 145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT I V') VA') WITHIN 6' OF EACH 4 8' cm 10' OZ. MAX SPACING. ❑ :i' DRYWALL 2X8:® I'X4' OR Ma' P.T. NAILER SECURE TO BLOCK U7-%' 2ND 2X SECURE TO TAPCONS(MK SHANK SIZE TRUCTURAL MEMBER .wa r�o�(2)12.d WITHIN S' OF EACH MIN. HEAD 612E 300 ED 4 6' TO 8' OZ. MAX MIN. EMBEDMENT I Yi) OOR CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" FTO BLOCK +. 2X4m NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" FTO BLOCK +. 2X4m SECURE TO BLOCK W/Yi TAPCONIS(MIN. SHANK SIZE H8 MIN. HEAD 617E 300 MIN. EhBEDM W 1 Yi) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX 6PACNG. SECURED THROUGH 2X6:m NON-STRUCTURAL 24' SECURE TO BLOCK WA-1/4' TAPCON MN. 144' TAPCON6(MR SHANK SIZE EMBEDMENT INTO sLOCIC. 145 MIN. HEAD SIZE 300 8, ChiJ MBA. EMBEDMENT I Yi) •DRYWALL WITHIN OF: EACH END 1 IS' O.G. MAX SPACING. El I'X4' OR I'X2' P.T. NAILER 2X6� SECURE TO BLOCKW/1-V4' J(a' OG X 4' MIN. TAPCON6 (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 3" MIN. EMBEDMENT IYl) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS- OG. MAX $PACING. MANFACTURES DETAIL& wla, ra',r+sae io ru..A..Ioewr eeaaor, DOOR JAMB TO BLOCK + 7-7/18' G M + - ALE: KTA5. 2X4m SECURE TO BLOCK W/Yi TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y4') WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL V TAIPC. TAPCON MIN. I-Yi (MIN. SHANK SHAHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 6' CM WITHIN 6' OF EACH END 4 )S' DRYWALL 16' O.C. MAX SPACING. a 1'X4' OR 1"' P.T. NAILER DOC= SECURE TO BLOCK W/1.1/4' P.T. X 4' MN. TAF'CONIB CASING (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMS OR WINDOW WITHIN 6' OF EACH END 4 TTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V ) DOOR JAMB TO BLOCK +3 3/4' H RTO B +33 4' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PM:407-7744078 FAX: 407-7744078 w .abdmlgngroupmm L AA 8: 0003325 4 tl O �s C sysViv. a4 LOT: SILVERADO LOT #44 BLK. #6 PO PROJECT 41 .00 -044 moDasi 4EBB "1828-CALI" OARAu3 8WDM: RIGHT PAOa: DETAILS 150 MPH EXP. B D "2] scAum i/ RDIT eHaaT 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 27234.2 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 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SUDING 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 FU7676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FUS332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULUONS 2017 FBCR 6/16/2020 FL 15076.1 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 5664.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10759.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WADS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR W31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31./2020 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 159.1 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 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 4 Lo tt 0 a 8V9DIV. .48kkg LWO SILVERADO LOT #44 BLK. #6 PIWJZCT* 0412 .0 - 446 acoDMa 4EBB "1828-CALL" GAxAas swDrc: RIGHT PAQZ: PRODUCT APPROVAL LISTING 150 MPH EXP. B PAX -AM A.ABOUCHACRA AR NO 987W , n PM OR'!D 00101110LJOINT R.ANSE OP CONTROL JOINTS Td EE WIPED TIED TO LATH - S' Ca PUX (VERT.I Nov. DO NOT PASTEN CONTROL JOINT TO WALL EVEN P &TUD EXISTS BEYOND EXCEPT STAPLES WV K LE6 MAY CONTROL�TTEMP O T. OURINS INSTALLATION PASTM 'T* t0 LIE SPAS—� • 1' OL. AX VERTICALLY / rLA Tllt& COAT CEMINT / WIND LAYER 4, FORTPISER BUILOM PAPER APPROVED PETAL. LATH PASTENlD 41' (VERTU OD. MAX AT SUPPORTS UM LAYER -1. STUCCO (WRAP WOOD SHEATNND LATH NULL NOT 5aF r"L BE CONTSIUOUS r• to v r m.• T14111O tLI CONTROL \ JOSRe BUT eN6ALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKN6 PER AST" CISS& PLACED PLAT MAX.e' TO S' 'I'4 PROM CONTROL. JOINT MEN SQL CONTROL JOINT PALLS ON L PASTENE RS NOR LAIN To BE HAILS a ' i etRJOTURAL GYM STAPLES N COMPLIANCE IW AST" CW63 L RII! TIES TO BE INO. WSJ aDD4Is' WIRC S. BLOCION6 ONOLLN MAY LSE N ADD( \ TO (WALL STUDS RCdUIRED PER PLMI OLPOW rWYIo. PLA v� O[ Pao WINO - FT. A L GOA.S . P'r. a ® L P10LD IaIYO . Pr. A 1 ORWAS. Pr.a 1a -Pf.c aPOIDwt. c01"Pt. a TLL M. a T000" a "c"PLANat Y 0 am PLANU 'LAND' We.R LaNT WILL. Palo, QQ Not m. S COAT O VIENr OWAMA IVY 2 COAT lM OLY) MILY) ■aea.I awR WALL PLA11MMA \ L nASWN6 fN2 �' \ ,w Nam, APPROVED BUILONS WRAP &WALL BE LAPPED A PIN" OP S' - VERTICAL LAP& (ROLL ENDS) a e' .110RISONTAL LAP&, ALL S!M'B MOO TO OE TAPED WITH FARTOM SSIATWINS TAPE / rMN L,1P-MIAL LAN \ LATH VERTICAL LAP TO of T IT PETAL LAIN WRB LAYER % STUCCO WRAP 2 arAl e.11 ® KICKOUT DETAIL / uA,w,wn /GAL fro OR lanrour aaWNaLWnoaP.aa AT "atm. NIaMSc110Nr Slaw W. (Lau WALKS, r-Pl"xPA Lr WMAA STsa YaAP PA1' cO. MUTT. NOTE. SIDE LAPS OP METAL PLASTER BASES SHALL BE SECURED TO TRAMI•tl MEMBERS. THEY SNAIL M TBD BETWEEN SUPPORTS WITH 01410-N =-ARM) WIRE AT INTERVAL& NOT Mon THAN v (2mmml AS PER ASTM OIBSS UAL PON REPAIR OF TEARS N EP S LAYERS, TEARS MAY BE PATCH W WINOIBE WRAP TAPE PER MAKIP. SPEC. OR PEEL 4 STICK "ATNNS STUCCO j' THICK 3 COAT CEMENT PLASTER PETAL LATH WPM LAYER -2. FORTPIBER BWLDN9 PAPER WOOD SHEATNINl9 WOOD SHEATHING OR CMU WRB LAYER 9, STUCCO WRAP (FRAME ONLY) it THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WREL t TAPE OVER ROONWALL SCREED Z S'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.B. P OR LESS PIPE P OTRATION 4• CO AND OVERLAP 00 GUM OP / SELF-AD%IRSb PIEPbRANIE PLASHING STEP ��p � 1 INSTALL PASTENIERS (CLIPS. STRAPS, STAPLES) AS — REOUIRSD TO SECURE PPE/ WERE TO MUMNS N.T.S. 6�� SELF-ADWERa1D 11010RNB M.&SHM OVER APPROVED Mom ASAP. R-ASHNG to .Ytl�b olTe PU! CUT AND OVERLAP OB SIDE OP SELF-ADWERNS P101'10RMs PLA&MN3 IIW�ILDNSP.wR FORT- PETAL LATH SSas' PLASHSGNS IDN ' P�°bRANE I OVER 4WHVI PLAIMI S OVS . APPROVE! RLASINR•19 OVER Ag9iOVF.D HOueE uRAP. PLASHSK TG EXTCND ONTO PIPS W CON(. BEAD OP SEALANT WTALL APPROVED HOUSEWIRAP AIR WILTRATION BARRIER OVER SNEATHNS SECTION PER SECTION RM.T Mbft IYISwww wodl . Exterior — of pomaW camera pla0w shaft comply wah tM appketion regWmmeraa of ASTM C 926.12A Installation of exterlor lauhp ena aamlO/ shall comply with ASTM C 106312A LEGEND I DRAINAGE PLANE (UWRB LAYER 01, STUCCO WRAP) UWRB LAYER 02 (FORTIFIBER —' —' —' —' — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING ------ NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / AST" C-64-1-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdoeigngroup.com AA S: 0003325 b may.. Su=ly A LOT SILVERADO LOT #44 BLK. #6 PRO TO 04128.000-04462 MODSlA 4EBB "1828-CALL" GARAGIC OWING: RIGHT PAGZ. WALL ASSEMBLY DETAILS 150 MPH EXP. B ROLAM A. DumT A 1/29/19 sCAM 1/4"=1'-0" OTT WA1 BACKER ROD BACKER ROD BAD LAYER h, ATIIP/'A WRAP INSTALL &' SELF-ADFERNG MEMBRANE PLASWING OVER TOP, SIDE(6) AND BOTTOM PLANGE6 OF NON -MOVABLE FRAME OF T1 E EXHAUST. SEQUENCE OF FLAGWNG TO BE, L EOTTOM. 2. BIDES. 9. TOP VENT CAP 16 TO BE SET M 15ED OF SEALANT AT TOP AND 61DES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINT6. E-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL SIDES, A CAULKING* JOINT PER SEECCTIIUONNDR70&7 Exbwbr latldroand�ro Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 928-12A. Installation of exterior lathing and framing shall comply with ASTM C 1OW-12A. WOODED VENT TWICK, 3 COAT CEMENT PLASTER METAL LATW WR6 LAYER 4, FORTIFIEER BUILDING PAPER WOOD 61 EAT14M DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L85. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP A SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP A SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASW' PIPE TWROIYiW WALL 1 6' $ELF ADWESIVE— FLA6WING (INSTALL PER MANUF. 6PECSJ BUILDING PAPER — LINDER 'QUICK FLASW' A VENT PENETRATION 6CALE= N.T.S. ELEC. METE! VERIFY LO 1-47%=H 16/ I�VCIVL STUCCO SCRATCH GOAT A 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT IT 17 TWAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SWEATHIr APPROVED WOUSEWRAP BELOW CUT &UGH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAi EDGE APPLY E-2 OVER b® MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND NTERSECTIC WOOD SWEAT14NG LAYER -I, STUCCO WRAP LAYER 4, FORTBFIBER BUILDING PAPER METAL LATW WOOD CONSTRUCTION 1w TEXTURED r�FNI6W • WOOD PATEN TO WOOD STR 07 RAL MEMBER • T' OZ. MAX L a' CMl x' TOX• Mm.,iul I UELP aCRalD r�pC 6' WSTRIP aELP ax b ADWFt6NE PLA04M CLEAN MA6CNRY BEFORE APM.YN6 TEXTURED : FINISM a MASO W HORIZONTAL WEEP SCREED ® (FRAME TO BLOCK) B' WRB LAYER 7, STUCCO WRAP CUT 'X' INTO SELF-AD14ERNG MEMBRANE FLASWNG APPLY &ELF-ADWERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRD LAYER STEP #1 STEP #2 WRB LAYER el, STUCCO WRAP APPLY 60 MIN GRADE b'FELT OVER SELFD -AWERINCs FLASWNG OVER APROVED WOUSEWRAP STEP #3 MEMBRANE FLASWNG `WRB LAYER 02, FORTIFISER IBUILDING PAPER STEP #4 ELAST01 ERIC COATING OVER STUCCO/ C.v. FNISW (SEE TYPICAL WALL SECTION) METAL LATW STEP #S STEP #6 OELECTRICAL RECEPTACLE a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesW*roup.com AA N: 0003325 w=1v. Aia LOT: SILVERADO LOT #44 BLK. #6 PI00J1=T/T 04128.000-04462 MODZU 4EBB "1828-CALM" GARAGM sr ING: RIGHT PAC=* WALL ASSEMBLY DETAILS 150 MPH EXP. B SOUM A ABOUCHACRA L AR NO 9070 R1/291/4'=l'—O"A2 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; — — — — — 2 1/2' k COMER BEAD (FASTENER t SPACING s 'I' O.G.) CMU g/8 THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'Y L � B\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 a: y V 8 so G aysaiv. ee LOT SILVERADO LOT #44 BLK. # 6 PROMWT# 4128.000-04462 MODEL: 4EBB "1828-CALL" GARAGE SWUM RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (U)RB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — • — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD eMAtHMG SAIAIMM IM�F.eIeTIvE - PLAWniOVLAL"°D"e"".r' < \ 1 BWAEANTVRMER Maerrve erARrWt 6TPW / `� BAPIMRIn2F.NeTIVE PLASWINS GALv'D METAL GALV'D METAL 'T PLAWNG Z' R.AM14 ' AX � 'uii3ao � reR AL GAP W:AMVM OR APPROVED ft N AW MUM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeaWngroup.com AA 8: 0003825 amm, aysaiv & LOT: SILVERADO LOT #44 BLK #6 PRommTM 0412 .000-04462 MODRU 4EBB "1828-CALL" GARAGE OWD90: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B 2x& SUB-BANb W/1'x4' NOTCH • END, WRAPPED IN PEEL i STICK DRIP EDGE !�\ I\ 1/8' TEXTURED I FINISH • WOOD I 1/2' TEXTURED FINISH • CMU METAL FASCIA \� WRAP V FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION METAL FASCIA WRAP 2X4 We DANDJ 1 m ©PL 4N S f` ROOF KICK OUT REMOVED �� FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) I1/8- TEXTURED FINISH • (WOOD, 1/2' TEXTURED FINISH • CMU 2x& SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL i STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/8' TEXTURED FMIBH • WOOD. W TExTURM PMI6N •CMU x �... `;''•' x x x METAL LATH x x x x x WO&"ATHING x x x x x x OR WRS LAYER h, x x x x x x STUCCO WRAP(PRAMIE ONLY) x x x x x x x x x x x x UPS LAYER 42, FORTIFIBER x x x x x x x x x x x x x BJILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x ROOFMG CEMENT x x x x x x x x x x x i . x x x x x x x x x x DRIP EDGE x x x x x x x x x x x x x x x x x x . METAL KICK OUT x x x x x SUB BAND DETAIL ® WALL 3• x }" x x x x x x x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT • x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x . :. ... ...... WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x :. x x x x x x x x x x . SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x O.C. MAX. x 2x SUB -BAND W/%'x4' NOTCH • END METAL FASCIA WRAP ®PLAN ,4 DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL W/KICK—OUT IIME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY I'ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.ebdeslgngroup.00"' AA 0:0003325 s It! 4 9UNDIV. Ie IATs SILVERADO LOT #44 BLK. #6 rnoa =T# 44 2 MOD3is 4EBB "1828—CALI" GARAGM >!TI►04M RIGHT PACE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B mm ]DATE: 1/29/19 8CALE: 1/4'==1?'-0" amnow V Y A �' 39'-8" • —FM-12X12 — I — 1 — — — FM-12X18— _ — I I • � � 4" CONC. 5 z SLAB lu r I I a Ow +3 12 1,-0" LF-24X24 I 10 I • .1 1 1,1 r 1 FM•12X18 XTEND 1 I SLAB 1 ,2" I I "I TomOF POF I SLAB I I �I I I I I' I •I 5'-0" 151-W 4" PVC ' b Q�� f CHASE TE1 -- �C T _-- — I -5 12 e I I I I a • O I o m LLI I 1 B I 3X 1 112" 2 14"CONC. IZI � FM-12Xt8 1 SLAB a N m 1 • I wl . Oa ��-3 12 y I I 3,-4" I U op 2 1 7 12 4 I 1 1. I L 1' FM-12X18 _ J FliF7�(1 MC-12X18 FM-12X18 FMC-12X18 a � t.t t.t 10'-2" 3'•10" 2'-8" 18'-0" 2'-8" 21'e" ILI 14'-0" 4'-a" FOUNDATION PLAN SCALE: 1/4" - 1'-0" 4" CONC. S�oLA�B 5 T40P OFOF SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MNDICATED #5 BAR, BNDICATES #8 BAR, WDICATES #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", 06 -381, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 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. 530-131ASCE 5-13, USING: Fm= 1,500 PSI, TYPE "M" OR'S' MORTAR, ASTM C476 GROUT (i000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" OIC MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8N EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS BXB W1.4XW1.40VER GENERAL 3 12' B MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. 9 ORT LONG TE-1 8" SEE PLAN 10' - s _ + p•-0^ FWIN12 1T 4ONTINUOUS 17, 12)#55 +0• FM-IN18 12, CONTINUOUS 18' FM-18X18 16' CONTINUOUS 18' FMC-IZ,18 12, CONTINUOUS 18' ( s F-24X24 21V 24" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdeslgngroup.corn L AA #: 0003325 - anmr; aUDDIV de W02" SILVERADO LOT #44 BLK. #6 PROJECT/t 04 28.0 0- 448 MODZ%a 4EBB "1828—CALM" CARACE S IEATCt RIGHT PACE: FOUNDATION PLAN 150 MPH EXP. B WAAW A ABMK* ACRA L AR NO 96729 J Dw� 1/29/19 sCALE: 1/4 =1'-0" BHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING .� � P STEEL REINFORCING IN GROUTED Z_ 2 d .�. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •�. — . — •• ' i G: CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a m SPACING REQUIREMENTS .F 111 •°:: v:- 7G' W W m O W1 • Jq GARAGE DOOR RECESS m V J ..1 a 1LL' --• FM. •�� LU J N (L to � W B" Z 8CMU WALL " O 8" CMU WALL S . CORNER BARS, SAME SIZE AS BAR W = o m _ 61 IN FOUNDATION WITH 3a' LEG EACH I' W • WAY AT ALL CHANGES IN DIRECTIONS m N •~ TOP OF SIAB TOP OF SLAB I ... °I SO THAT THE STEEL REINF. IS CONTINUOUS ... ,. • MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB a' •• SEE SLAB SCHEDULE BAR SIZE DIA 4" CHAMFER (I -STORY) #3 EXT. PORCH SLAB .'yy VPRIES�I SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER Il . ICI: li "'P. CONTINUOUS STEEL MONOLITHIC � FOOTING REINFORCEMENT SEE SCHEDULE 'Ly P.O. MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE ' 4 a '4 8" CHAMFER (2-STORY) #4 W/ 1/7, ISOLATION (I -STORY) 8" CHAMFER (2-STORY) pB^ APPLICABLE) Z SEE SCHEDULE #5 537 JOINT (WHERE. APPLICABLE) • i EE SCHEDULE Z 4'WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE I6 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1., 2 TO 3, PROVIDE 2 BARS), UNO #7 iv ' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:a4'=1-0 2 GARAGE sCALE:84"=1'-a' CORNER BARS DETAIL DOOR OPENING 3 SCALE; 3/4°=1'-a' 4 SCALE: 3/4"=1'-a' I 5 N NEW REINF. BAR 2" CAPPED OIL I SECURED W/2-PART a g EPDXY. MIN. EMBED GALVANIZED PIPE Q 8", UNO W/FLANGE ® BASE = p FOLLOW ALL MANE. N SPECIFICATIONSFOR 4 USE AND H PREPARATION OF Z v HOLE. SECURE FLANGE TO SLAB W/(4)1/4" X 2 i/4•' TAPCONS 4" CHAMFER II --STORY) 8" CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z o W O_ a a N O 8" CMU WALL M = I TOP OF SLAB 19 SLAB SCHEDULE 2'' i "IE TED" COLUMN PAD RED UNDER WALLAND F— - ED MONOLITHICALLYWITH DATION AND SLAB E ,IZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 0 SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX:407-774.4078 www.abdasigngroup.com L AA M: 0003325 q ii 0 c avaniv. ae Loan SILVERADO LOT #44 BLK- #6 FROJ=T 04128.000-04462 MCDZ a 4EBB "1828-CALM" GAVAas SWXNG: RIGHT PAOM: DETAILS 150 MPH EXP. B ( DA �` 1/29/19 1 EA Im► Malmom S1.1A DOWEL PLAN SCALE: 1/4" - V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407.774d078 wwwAbdeskpgroup.com AA #: 0003325 8M;v v ae LOT: SILVERADO LOT #44 BLK. # 6 PROJECT 04128.00t-04462 MODZIU 4EBB "1828-CALM" GA18AOE OWING: RIGHT PACE: DOWEL PLAN 150 MPH EXP. B 2P" Dw� 1/29/19 BCALX: 1/4"=1'-0" arjz�r S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK -GROUTED BOND BEAM w Is 'p CLEAN OUT REQUIRED FOR INSPECTION 0'-a' FIN. FLR. .A ", :•a TIE ERTICAL REBAR .'• b • TO HORIZONTAL _• REBAR " I O'HOOK BAR SIZE 4a BAR DIA Z� 7t3 1 B' f > #4 24•' U #5 3a' #5 3@' #7 42• HORIZONTAUVERTICAL REINFORCING 0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 92780 PH: 407-7746078 FAX: 407.7744078 www.abdeelgngmup.mm AA #: 0003325 rill ,anm� auaa:v. as Loaf SILVERADO LOT #44 BLK. #6 P"Jl7CT 04128.00 44 2 MODZ .: 4EBB "1828—CALL" GAPtAGZ BWDM: RIGHT PALM DETAILS 150 MPH EXP. B DATM 1/29/19 axis s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 VW (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) 1Od x 1 ill" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 WI 1 Od x 1 1 /2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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. 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 P8638, .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. 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 (fc SIZFEr REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �FGMA SAFE LOAD - POUNDS PER LINEAR FOOT 41mr.�MlB SAFE PL OA'D SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH Nk etao 1Fteas epos 974411 Num moos TYPE LENGTH an anRCMU TYPE LENGTH W47 wev draw vlert ram ~T wov aro17 vmrr 03141' vats #tin r a4a ows #rota ;;w1 arola arom r41 H29 PRECAST 223t ma am nm mm am am t1/s1 (a) PRECAST 1028 7024 1Bee re• W) PRECAST Im Mtm 4m4 m am 7m1 Lem 4m flu 7w is mm Its go um 1tw um4s d 11111 Ire, 4-0` 148") PRECAST iBM mn 27m 11m all)4m Tm aw Pd (4r) PRWABT 785 M1300 4%W (4W) PRECAST M m mmm 4m /m mn m4m nm 7w an Iew Its 1m mm mm IeM 4m am MISO 4'8' � PRECAST ,W9 I am mm m1 4m a4m am 418' PREC/16T M INS 4'41' M PRECAST ,w as <m 4m 4"1 mn to" 4m nm 7w mm Iom4 I1101 ,yv ma aa. am 4m 4M am rt (9t� PRECAST 1217 lamMm tm m1 SIX aem 4am SW(84") PRECAST 411 411 748 B�• PC) PRECAST Mm , mm mm two mn 4m Im m m m0 rote /7m am mm an mn 4m r-10' (M PRECAB'T 1082 Ila tm am mam m em B-iP (M PRFfJIBT 310 889 818 r-1r (M PB:CABT m I mN Mmm 47m Mm mat 4m n mm m let/ 1m mm sw I no 1 4Im NIP (789 PRECAST BBB too mr 34M m1 ara 4am eon ra (W) PRECAST WY 721 480 ri' (M PRECAST we iftmet is mn mm all two met, elm m /4m WO ms 31111 tmf ate 7t8' 010') PRECAST 74, am Td (BID') PRECAST 421 634 us T4S• PIID.ABT �t m wa ar serif s a r tmt ,s m but am m1 ro (/12y 141ECJ18T w Ilte Im mm Sam am mm rs" (1121 PRECAST 328 512 230 r4• (112) PRBOAri en m 1 11m >a ,m we mm all s m is nm +1w m4 m/e 104• (IW) P WAST 476 s s MIce uw mr 2m 2M mr I" (12n PRECAST 204 401 ISO 194r (IW) PRECAST m m m 1M1 , all m Im mw ml m w „m 14n ,m mw mm 11'-4• (138') PRECAST aet ME m Me Im 1m1 3w 4m t,4' (t38') PRECAST 230 482 194 N'�' (13r1 PRECAST 4n m m ,w , In Im m m Im lm mm 3m 4s 4m w ,m Im Ins" tw 12M/ (444i PRECAST 337 m m 1m4 1m JIM mm 110a 12W (t44� PR�MT 2M 402 ,87 ,2t0' (,4f� PRECAST 4m 4m m4 m it I tm m m M4 Im 1lte mm mm 4n m m Im , m gn 1rr n809 PRECAST 2N 4n lm Im ME = mm mm ,24' (,� PRliG16T 217 924 110 1rs• (1881 PRECAST 416 m w 7mu m I 4n 7m lme /m ISO am aw 4m 410 7m its M take W-W (18r) PiECA87 NS 4m 70 all to tla se ,4V' (t88') PRECAST 208 293 100 14'-0' (/88) PRECAST s s w 7m s I 4m m tmmmIw ma mm 4M m nr tom 1M 14'd p78'1 PIB NR M M M M M M 141A• (178') PRIB118 NA 2M 9/am m m m m m m m m , m 1n lm am Oe41 PMNff WM N.0.4m M (191') PREBT FD N.R. 289 BS tr4•(181')P m all m 4m Me m1r-4. m 1 I n1Is tmfenmmmmi94• 17'�' Om') P NA M M M M M 1R4" Wr PFU MSIMM N.R. 194 84 Irw 01 n PRBi1 lam w Im m71t m m 741 M m m m tml /101 7m mp trr 1232'1 PRB311E80® NR fm m 10 m M M M I9W Mn Pik NA 140 62 1rw mn PR fflnEssw 10 tm m s Y 4m W m w m1 w 1 s 4m tw m ,s Iw t7w 24-c wn PRBlI om �I ' M M In M wW 21%w Owl PREBIREBB® NA In 42 21'-t• O n PR1i1PE08E0 w ml m 710r m m w m 4n m m m to" al s m „M antt11 W4T 04") PannoM NA M m ml M M M M 22LV PFEMEMM NA It$ 40 22.0 01849 PMBTRMW to 1a m m 4m m m w m m n4 100 tm m�') m 714 m ,m m ! m am m 4m m 4m m will 2P-0" mn PRWrRmw NA 141 M M M M NI MW4r On P NA 91 38 24'-0' (5887 P t1t m ne 4m w 7w m is m 4m m m fem 1ffi (#) 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. -ALL VALUESTANEN FROM •SAFE LOAD TABLES• BY CASICREM MAY 2018 EDITION • PRECAST PRODUCR BYOMMIS TO MUTOR EXCEE4 VALUE88TATED ABOVE -ALL PRECASTPRODUC18 ARE TO BE INSTALLED PERMANuKwnBIBB BPecomiow -PROVIDE MNBRM rOF REARM PAST BITCH BIDE OFVVBIDOW OPB PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE DIVISION ACCEPTANCE #: 1"126.03 L--------------- --------------- J LIFT BEAM PLAN SCALE: 1/4" = l'-U' JI alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaWngroup.com AA #: 0003325 44 V a O a sysaiv ac moat SILVERADO LOT #44 BLK" # 6 PllonwT1r 4 8.0 0-0446 KoDzu 4EBB "1828—CALL" GAWAGZ 8111ING2 RIGHT PAGM LIFT BEAM PLAN AND NOTES %150 MPH EXP. B #5 CORNER BAR W/ 30" tAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 34"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. 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)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH 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 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le'DEEP. F� F = FILLED W/GROUT U = UNFILLED OMINAL VIDTH # OF #5'S, IN 2ND BOND BEAM COURSE 16-1 T/1 /c B NOMINAL—_:_� HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S. BOTTOM THAT XFXX-17/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OWOB INDICATES A SINGLE BOND BEAM WINDOW _T PRE -CAST +31M" WINDOW 4, SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYRB'B BON m BOND BEAM 1#6 TYP. 6'k18" jp BOND BEAM 1#5 8x18 DBL. BONDV-B POP BEAM W/ (1) #5 BAR EACH COURSE 8x8 BOND BEAM p W/(1)05 BAR .ti; BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE SCALE: LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") B. FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 24/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4•') 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4•' EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 /2X4.011.13LOCKIN. — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING VW 18" O.C. MAX. MIN 1-1/4" MIN, 2-12e PER BLK EA END EMBEDMENT OSS SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 314"=1'4r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www,abdeslgngroup.com I, AA #: 0003325 q e O aysaiv. as LOT: SILVERADO LOT #44 BLK. #6 PRO"WTp 04 .0 0-044 2 MoDzu 4EBB "1828—CALI11 GARAoa OWDM: RIGHT PALM DETAILS %150 MPH EXP. B DwTM 1/29/19 8sm"m1/4"=1'-0" amim= S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W(9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED VW (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d 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-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. 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 WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, VWTH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUNI MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1-PLY G: 496 LBS U:-145LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W (2) i6d C0MM0N NAII 8 & SFCIIRF TO RM W/ I1RP FRAMING PLAN SCALE: 1/4" - V-O" 1-PLY Lk -1003 LBS & 2204 LBS I -PLY U: -= LSB a1001 LBS IS N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesWngroup.com AA N: 0003325 , anm� OUNDIV. Ac LOT. SILVERADO LOT #44 BLK" #6 PROZZOTiP 04 2 . - 4462 MODas,a 4EBB "1828-CALL" GARAG3 AMINO: RIGHT PAGE: FRAMING P LAN %150 MPH EXP. B 2r' DAPM 1/29I OCALM 1/4"=1'-0" anmwr s3 A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 1 Od x 1 12" TO TRUSS. FL#178N S-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d z 1 12" TO TRUSS EA STRAP. FL#176W DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) ix2, 2x WOOD FASCIA SEE ARCHITECTURAL0-00 2x SECURED W/ (3)18d GALV. COMMON NAILS. 1 x2 SECURED W# 10d GALV. COMMON NAILS / 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LSS, L:1310LBS (2 STRAPS) PICAL T RUSS/ SS/SS-LGI-RDER CONNECTOR(S) SCALE: (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-V TO 80'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR 80LT W02" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. AT 32'OC MAXEMBED. PRE-ENG GABLE TRUSS SECURE GABLE TO 2xS P.T. PLATE W/ 12d%6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECUREDWI (2) 10d's EACH TRUSS TO BE INSTALLED 0 t0'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. OUTER 113 OF SPAN ONLY BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: NOTCH DEPTH 1/4`D O //:—+TOLE EDGE HOLE DIAMETER 2/6-D SGL. STUD EDGE>5/e" PLATE \\ I I I <OLE DIAMETER 316-D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 scALE:1 vz=1'=o" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTI6A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WAND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" # 1176 UPLIFT USP HTWM20 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 W11010d 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"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 annu swan►. as LoT: SILVERADO LOT #44 BLK. #6 IPItOJMCT# 4 28.0 0-0446 HODZU 4EBB "1828-CALI" aAitAaa SWMG: RIGHT PAOL': DETAILS 150 MPH EXP. B L AR NO 00723 A DAT " 1/29/19 aCALE: 1/4"=1'-0" sxsar S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D W170D SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 24 PT.. PLATE TO BLK W/TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/7' 'vt WASHER SET IN HIGH STRENGTH EPDXY e" MIN. EMBED. AT 37OC MAX SECURE GABLE TO 20 P.T. PLATE W/ 12d's W O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) l0ds 0 EACH TRUSS TO BE INSTALLED 010'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.00m AA M: 0003325 SILVERADO LOT #44 BLK. #6 PROJECT# 04 .0 0- 4462 MODZ s 4EBB "1828-CALM" GARAGE SWUM: RIGHT PACE: DETAILS 150 MPH EXP. B 3 aw M 1/26/19 OCALE: 1/4"=1'-0" sll o= S3.1B 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DWG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB - FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG 2x SECURED W/(3)1Sd ENGINEERED WOOD GALV. COMMON NAILS, TRUSSES 0 24" O/C, 1x2 SECURED W910d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS A W/ HIP RETURN SCALE:3a"=r-a' PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesWngroup.00m AA N: 0003325 A h b O sumly. as Lo SILVERADO LOT #44 BLK. #6 PllojwT* 4 28.0 -0446 uoasr,4 4EBB "1828-CALL" 0AsA0a awixo: RIGHT PA030: DETAILS 150 MPH EXP. B �,yra a ABbuchACRA AR NO 93729 , a TO 1/29/19 scALa:1/4"=1'-0" sun= S3.1C q I I ON3LE-END HIPROOF l` i--w ROOF WIND DESIGN PRESSURES NET (GROSS) A -00 9 ZONE I •8,7 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:'T3" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DgPMAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/18' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH S4 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bid RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS WU IN 4' OF GABLE END_ ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILESTR. SHANK 8d RING SHANK, 2 12' 0.120' 170,000 RING SCREW SHANK (18-20 RINGS PER INCH) 8d SCREW SWANK 21Q" 0. 120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1654 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR 8HEA7114 USE 112" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 5" O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.)SEE DETAIL Sol RING SHANK GUN NAILS @ 4" O.C. TOP S BOTTOM EDGES z9 LL 3C Z Z = U y O J a Z � Y z � o .J CI W Z c w JY N N 9 m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS 0-9 CHpATHINn ---_�'3111111 Emm���■E EEL: 111.1111,1111,1111'llll'll ROOF SHEATHING LAYOUT AND ENDWAL BRACING FOR GABLE END FRAMwXi ed RING SHANK GUN NAILS - tD 6" O.C. IN FIELD' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.6.8. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS 012' O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS ®12'0. J FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, fit EDITION AG 316.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD.FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SH4LL SE 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 DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISREPANGES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEAR NG WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Po = I IDO PSI ANDA MODULUS OF PROVIDE 64A11 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE lRAF1RKLSIA&SONC>ttOIRONAF+EIfDMAT®ON YLENND ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES EAL®WRBARRIE WETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE LEVELS OF 0.25 POF OF A BORATE E TREATMENT: UM TO I(DOT). VBE DROBORATE FORMWORK CORTETRAHEDRAL WOOD FOR SRUC STRUCTURAL USETHATSHALL TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FORALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SWILL BERATED TO RETENTION LEVELS OF 0.12 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE MATH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THEM PLANs': MINIMUM NAILING PER FBOR 2017, ft EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDING 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 112. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED VARE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOW TRuS E& TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O* OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND 1T9 FASTENINGS' BY THE NFPA. RUBS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISREPANGES ARE FOUND. REBAR SHALL BE ASTM A81S GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT401PPEDGALVANIZED. ACCORDANCE W# THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x SAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/ VTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf SUBJECT TO ENGINEER'S CI EER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD+Ion-con-t 10 psf BTM CHORD non -concurrent DEAD LOAD DEAD LOAD IS psf TOP CHORD 20 psf TOP CHORD (7 psf d ASPHALT SHINGLES) (10 psf d No GYPCRETE) 10 psf BTM CHORD 5 psf STM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND. DEAD LOAD SPEED=100 LAIN 3-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 DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WALL BE RETURNED UNCHECKED. SHOP DRAWINGS IN RE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWL4BLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING EXCAVATIONS ANDSLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF RE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM DA557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH ENGINEER CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR MIGHT FOR FOOTINGS, AND SLABGNGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSEDAI DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE LAX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SMALL NOT EXCEED S'/- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C4 4OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 15 ADDED TO THE MIX UNTIL IT 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 LONGERTHAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOA3: A 3"FOR CONCRETE CAST ACANST AND PERMANENTLY EPOSEDTO EARTH FOINDATOM B FOR CONCRETE EXPOSED TO EA TH AD,ORWFATHBR 11(C' FOR 05 AND SMY,LHR 2: FOR #6 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1.1W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - SIT' WOOD TRUSSES. #5 BAR - 30' #7 BAR - 42" PROVIDE 36"x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION, LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASSA-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED 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 ASA GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT GUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE UYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THEANUFACTURE OF TRSES. THE TRUSS STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE FABRICATOR SHALL MASONRY' PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WATH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SMALL 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 - ITT I- ---idTACICRA 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 WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE 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 WITH ASTIR C476, 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 WY 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 OUTLI NED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL SE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLEO. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: 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 A38, Fy = 38 k6i FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A -NO, GRADE B, Fy = 48 kW, STRUCTURAL PIPE SHAL BE ASTM 63, GRADE B, TYPE E OR S, Fy - 35 ksi. 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 WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JAOLTS 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. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING VIAND 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 LISP, 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 APPUG110N SIZE 1. SPACING REMARKB APPLICATION 813E 1 TYPE I SPACING T REMARKS I xl PT RIRRWG IO CASEHARDENED- e' O.t .-E..- SEE DETNL BEE DETNL SEE Os -SEE DETNL MABOIIRY ICONC. NNLIITTLONG. TO MA80NRYICONC. 9GD, ..EXIT DOORb CASE INRDaIED CqL a"QC WINDDW'DOORI FPBf@PED GARAGE DOOR &ICI( gEE DETNL SEE DETPA eEE OETNI SEE DETNL Ix PT, SEENOTEB NNL 112 LOAD. STAOOaiED INTO MALi)NRVKX)NC. To-- . WINDOWS- CASE IaRDaEO COL a"ac wmoowroow FAsrENm MET. STRAR TO CONTACT THIS ENGINEER FOR SPACING PT SEE140- NN1-11-ONG. STN3GBRED INTO MASG--- MNRONRYICONO REQUIREMENTS EM. SWING DOOR (2))Wl- "TAPOON' tYQC 1111"EMBED. B"EM NON.... YA00 t/C E%PANMON d-EMBED.4'END 34 CYC BUCK Ix IT, BEENOtEe WASHER ASTNER DIST.,1 t13"EDGE- TO WALL CONC. SIFB WI WASHER BOLT DI8T., 3"ED3- 2xPTWINDOWBUCK 0.130'PP£x31N' 9-qC 4-END. DIET,t Alf PT T08TEEL COL.SEE WAWA 1 EUGE OIer. O EB MRS 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 MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETALEDABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:. 407.7746078 FAX: 407-774-4078 www.abdosigngroup.com AA k: 0003325 BIIIIII anon, oumly ao LOT: SILVERADO LOT #44 BLK #6 PR0a=T* 4 28.0 0-0446 MODRU 4EBB "1828-CALL" GANAGs SwixG: RIGHT PAGIL DETAILS 150 MPH EXP. B 0