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HomeMy WebLinkAbout38150 North AveTRUSS AND FRAMING NOTES: 1. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE #NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" OF NFPA AND WITH THE TPI "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES". CHORD MEMBERS SHALL BE K.D. SOUTHERN PINE, SURFACED DRY, NO.2 MINIMUM. LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/360. CONNECTOR PLATES SHALL BE MADE OF ASTM A446, GRADE A, HOT -DIPPED GALVANIZED (G60) STEEL AND APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. TRUSSES WITH THREE SUPPORTS SHALL PROVIDE FOR HORIZONTAL MOVEMENT AT ONE. 2. ROOF TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE ROOF TRUSS SYSTEM. DESIGN OF THE SYSTEM SHALL BE PREPARED SIGNED AND SEALED BY A QUALIFIED FLORIDA REGISTERED PROFESSIONAL ENGINEER. COPIES OF COMPLETE SHOP DRAWINGS, INCLUDING TRUSS LAYOUT AND BRACING, SHALL BE SUBMITTED FOR THE CONTRACTOR'S REVIEW. DURATION FACTORS USED FOR DESIGN SHALL BE 1.25 FOR D+L AND 1.33 FOR D+W LOADS. SUBMITTALS SHALL INDICATE UPLIFT LOADS PER PROJECT WIND SPEED AND DESIGN CRITERIA. 3. TRUSSES AND RAFTERS SHALL BE SECURED TO SUPPORTS WITH HURRICANE ANCHORS AND 8d NAILS, MINIMUM, TRUSS TO TRUSS CONNECTORS SHALL BE BY THE TRUSS FABRICATOR INCLUDING VALLEY TRUSSES. 4. TRUSSES SHALL BE SECURELY BRACED DURING ERECTION AND AFTER PERMANENT INSTALLATION IN ACCORDANCE WITH "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT-85)" AS PUBLISHED BY TPI, AS CALLED FOR BY THE TRUSS FABRICATOR AND AS SHOWN ON DRAWINGS. CONSTRUCTION AND/OR PERMANENT LOADS SHALL BE PLACED ONLY ON COMPLETED NAILED SHEATHING AND BRACING. 5.. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, USING WOLMAN CC OR EQUIVALENT. 6. THE CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS, DUCT LAYOUT AND OTHER CEILING WORK WITH TRUSS AND OTHER STRUCTURAL FRAMING. 7. ALL DOORS, WINDOWS AND STOREFRONT, THEIR FRAMES, FASTENERS AND ANCHORAGES SHALL SATISFY THE 150 MPH WIND SPEED REQUIREMENTS OF RFBC 2010, CHAPTFER 3. 8. PATIO DOORS SHALL BE SAFTY GLAZED PER RFBC 2010, SECTION R 308.4. ROOF SHEATHING (UNBLOCKED) USE 15/32" THICK APA RATED SHEATHING, 32/16, EXPOSURE 1 (OR 1/2" OSB). USE PANEL CLIPS BETWEEN EACH SUPPORT. MINIMUM NAILING OF PLYWOOD SHALL BE WITH 8d COMMON NAILS AT 6" O.C. AT SUPPORTED EDGES. AT 12" O.C. ALONG INTERMEDIATE SUPPORTS, NAILING SHALL BE 4" O.C. FOR PERIMITERS AND HIPS, FOR A 5'-0" WIDTH. ( NO STAPLES ). FLOOR SHEATHING. GLUE -NAILED SUB -FLOORING USE 3/4" THICK APA RATED SHEATHING, 48/24, C-D, EXPOSURE I. PANELS SHALL BE TONGUE AND GROOVE EDGES. NAILING SHALL BE 8d DEFORMED NAILS 0 6" O.C. ALONG EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS FOR GLUE -NAILED FLOORS. USE ADHESIVES CONFORMING TO APA SPEC Y510J; NON -VENEERED PANELS WITH SANDED SURFACES AND EDGES SHALL USE ONLY SOLVENT BASED GLUES. WALL SHEATHING EXTERIOR AND INTERIOR BEARING STUD WALL SHEATHING SHALL BE 15/32" THICK APA RATED, EXPOSURE I OR 1 /2" OSB. NAILING OF PLYWOOD SHALL BE 8d NAILS AT 6" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS, U.O.N. STRUCTURAL WOOD 1. LUMBER FOR STRUCTURAL FRAMING AND STUD WALLS SHALL BE SURFACED tad 15% M.C. MAX, KD, SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE FOLLOWING MINIMUM GRADES: 2X4 STUD WALLS - STUD GRADE 2X6 AND LARGER FRAMING - NO. 2 GRADE, Fb=1200 PSI, MIN. 4X4 POSTS STUD GRADE 2. MINIMUM TWO-2X STUDS UNDER ALL CONCENTRATED LOADS. 3. ML = MICRO -LAM BEAMS BY "TRUSJOIST", GRADE Fb = 2925 PSI OPEN WEBB 4X2 WOOD FLOOR TRUSSES, SHALL BE 16" DEEP BY TRUSJOIST-MACILLAN WITH INSTALLATION IN ACCORDANCE WITH RECOMMENDATIONS AND GUIDLINES OF THE VENDOR. PROVIDE STRUT BRACING, BRIDGING AND BLOCKING AS REQUIRED OR SHOWN. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE ENGINEERS REVIEW. PERMANANT BRACING, BRIDGING AND SHEATHING SHALL BE INSTALLED PRIOR TO FLOOR LOADS. 4. ALL FRAMING CONNECTIONS SHALL BE BASED ON (USP) LUMBER CONNECTORS. NAILING REQUIEMENT LITERATURE. A CATALOG OF CONNECTORS SHALL BE KEPT ON SITE AT ALL TIMES AND REFERED TO BY THE FRAMING SUBCONTRACTOR. ALL NAILS AND CONNECTORS EXPOSED TO THE ATMOSPHERE SHALL BE GALVANIZED. 5. PROVIDE WOOD FRAME SUPPORT AND ACCESS PLATFORM ABOVE BOTTOM TRUSS CHORDS AS REQUIRED BY MECHANICAL CONTRACTOR. CONTRACTOR SHALL VERIFY LOCATIONS AND PROVIDE ROOF TRUSS FABRICATOR WITH LOADS, INSTALLATION DIMENSIONS AND CLEARANCE REQUIREMENTS NECESSARY FOR TRUSS DESIGN AND MODIFICATIONS TO STANDARD TRUSSES. ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 2000 PSI 1UILDING SLAB AND FOOTING SUBGRADES INCLUDING ALL FILL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE PER ASTM D-1557. SOIL SHALL BE GRANULAR MATERIAL CONTAINING LESS THAN 11 % OF FINES PASSING A #200 SIEVE. DENSITY TESTING AT CONTRACTORS OPTION. DESIGN CRITERIA AND STRUCTURAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2010, LOCAL ORDINANCE AND REGULATIONS. 2. LIVE LOADS ROOF = 30 PSF FLOOR = 40 PSF DEAD LOADS: ROOF -TOP CHORDS = 7.5 PSF, BOTTOM CHORD = 10 PSF FLOOR = 20 PSF 3. WIND LOADS: 150 MPH WIND SPEED = 25 PSF, BASIC DESIGN PER RFBC 2010. 4. MATERIALS OF CONSTRUCTION AND NOTES ALL CONCRETE TO BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-95). ALL CONCRETE ------ f'c = 2,500 PSI, 5" SLUMP MAX, FILLED CELLS 2,500 PSI, "PEAROCK CONCRETE", 9" SLUMP MAX. USE WATER OR CURING COMPOUND FOR SLAB -ON -GRADE AND PLACE NO CONSTRUCTION MATERIALS THEREON UNTIL CONCRETE HAS REACHED 2/3 OF ITS COMPRESSIVE STRENGTH. CONCRETE TESTING AT CONTRACTOR'S OPTION. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI AND SHALL CONFORM TO ASTM A-615. LAP SPLICE BARS 25 TIMES. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 82-02.. MASONRY 1. HOLLOW REGULAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER IN WIDTH SHALL CONFORM TO STANDARD SPECIFICATIONS FOR HOLLOW LOAD - BEARING CONCRETE MASONRY UNITS, GRADE N-11 CONFORMING TO ASTM C90-03, WITH A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,500 PSI, f'rn (net section area). 2. BRACE HOUSE WALLS UNTIL FILL AND CONCRETE FLOOR SLAB ARE INSTALLED. 3. MORTAR MIXES SHALL MEET ASTM C-270-04, PROPORTION PER THE FOLLOWING TYPES: TYPE S (1,800 PSI) OR M (2,500 PSI). 4. CELLS CONTAINING VERTICAL REINFORCING BARS SHALL BE FILLED WITH 'PEAROCK" CONCRETE AT A 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI AND CONTAINING NOT LESS THAN 5 BAGS OF CEMENT PER CUBIC YARD AND A SLUMP OF 9 INCHES MAXIMUM. NOTE: VARIOUS ITEMS WITHIN THE GENERAL NOTES DO NOT APPLY TO THIS PROJECT. ADDRESS: 5930 8TH. STREET ZEPHYRHILLS, FLORIDA 33542 UTI LITI ES: WATER -- PUBLIC SEWER - PUBLIC BSBL=BUILDING SETBACK LINE I LOCATION TAP NTS THE PROJECT CONSISTS OF MODIFING THE EXISTING BURNED OUT BUILDING. 0 NO TITLE SEARCH HAS BEEN DONE ON THIS PROPERTY PIN NO. 1 1 26-21-0010-00700-0220 NO WETLANDS ON SITE BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556,101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX, OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. ? . ?EP (ACI Nk ALLWOZKSHTALI COMPLY WITH ALL I?REVAILI G 'CO. ES, FL('1; RDA BUILDIGNG CODE,NNAT}4{ Nr",I.I'LECTIUICCODEAND CITY OF INANCES �� V' �C) M1� 1sCODE: 1.1 RE FLORIDA BUILDING CODE 2010 1.1.1 RISK CATEGORY I FRONT AND REAR PORCHES) 1.1.2 RISK CATEGORY li (RESIDENCE) ENCLOSED STRUCTURES 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08) 1.3 "DESIGN SPECIFICATION FOR LIGHT METAL PLATES CONNECTED TO WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 2. DESIGN CRITERIA: 2.1 DWELLING FLOORS-40 PSF LIVE LOAD PLUS 20 PSF DEAD LOAD. 2.2 BALCONIES-40 PSF LIVE LOAD PLUS 15 PSF DEAD LOAD. 2.3 ROOF OVER LIVING AREAS-30 PSF LIVE LOAD, 17 PSF (7 PSF T/C AND 10 PSF B/C DEAD LOAD FOR SHINGLE ROOFS. 2.4 WIND - 150 MPH 3 SECONDS GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0. 2.5 NET UPLIFT DEAD LOADS-10 PSF SHINGLES, 15 PSF TILE. 2.6 INTERIOR DOORS BY THERMA-TRU, O.E. 3'X6'8" DP = +80.0 & (-)80.0 FC = FL11483.6 2.7 ALENCO WINDOW, NON -IMPACT SINGLE HUNG 900 SERIES, LOW "E" SH25 DP = +41.0 & (-)41.0 - O.E. FC = FL10788.1 O.E. = OR EQUAL DRA WING INDEX 1. SITE PLAN, NOTES AND DRA WING 2. EXISTING FLOOR AND DEMO PLAN 3, EXISTING ELEVA TIONS 4. PROPOSED FLOOR PLAN 5. PROPOSED ELEVATIONS 6. FO UNDATION PLAN 7. PL UMBING PLAN B. ELECTRIC PLAN 9. A%C PLAN 10. TRUSS PLAN 11. CONCRETE DETAILS 12. WOOD DETAILS 13. SHINGLE DETAILS 14. PRODUCT CODES The contractor shall verify all plans and existing dimensions and conditions on the jab site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Emails: rroberts.egiOgmail.com troutwein_clem@outlook.com ENsfi•N= No.427s2 . STA E OP MV10A Digitally signed by William H Roberts, PE DN: cn=William H Roberts, PE, o=EGi, ou=Engineering, email=rroberts.egi@gmail.c On C=US Date: 2013.09.01 16:46.43 -04'00' I HEREBY CERMY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY 11) ALONG WITH THE EN71RE 2010 FLORIDA BUILDING CODE, RESIDENTIAL EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No. 306 Plant City, Florida 33563 P.E. #42712 TEL (813) 334-0271 CA #29098 8-26-13 DATE OT VALID WITHOUT FOR SEAL OR STAMP) NEEMEW ■■■■■.. �■NEENE j wMO ,. r r r • ` _ r1 s ' ME ■o E01 ■ o ■� ■� ON ■i ■E �,I ■� .� �1 ■I It ■I IN ■ IN IN NONE SOME N■WE■M■■■ I CN ,. i • ry +i .. . i ♦ 0 LLJ .N r I� 4%)1 mmuw DRAVN CLEM TRAUTWEIN scask NTS CHECKED &APPROVED CET 8-22 C I 354d SHEET OF IMONOMER .■■■... ■o : i . __ + No No ■o No No No No ■o Ems, ME ■m'i ■o ME No MR ME No ON ME ■r ME ■� .■ .■ .El No ■■ ■ .■■■■ME �■ MORE ON El • IN �■ IN ' m M El s i• � rDPAAWCNLIM TRAUTWEIN SCAM 1 /4" = 1'-0" CHECKED & APPROVED CET 8-22-13 C1354-2 SHEET 2 OF 14 �■■ . , _ _ �_ r _: - - _ _ __ - ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ME- ■■ ■■ ■■ ■■ ■■ ■■ ■■ ON ■■ ■■ ■■ ■o ■■ ■■ ■■ ■■■■■■■■■ ■■m■■■■■■ .• �i 1 IS ■ IS IN Ell ■■■■■■■■■ Lo Dill i i ozz rA i o Lo 00 i n LLJ DRA11N CLEM TRAUTWEIN SCAM 1 /4"" = V-0" CHECKED & APPROVED CET 8-22-13 C13542 SHEET 3 OF 14 m■mmmom I ■■■■■■■a ■■ . • .. = T : • - ,. _ - • � _ - ■■ ON ■■ O■ ■■ ■■ ■■ ■■ ■■ No■■■ ■■ ■■ No ■■ ■■ ■■ ■■ ■W No ■■ ■■ ■■ No ME■■ ■■ ■■ No ■■ ■E ON ■E ■■ ■■■ ■■ ■■ ■■ ■■ ■■ ■■ No- ■■ ■■ ■o ■■■■■■■■■ ■■■■■■■■■ ■r---- IN I , ■ 1 �� IN 1■ ■I 1■ ■I 1■ IS IN ■ I■ IN ■I 1■ ■■■■m■■■■ r r • r r � r rDRAVN CLEM TRAUTWEIN SCAM 3/8" = 1'-0" CRECMM & aPMvED CET 8-22--13 C13542 SHEET 4 OF 14 PAINTED STUCCO SAND FINISH COLOR PER OWNER 12 51 FRONT ELEVATION 12 5 !-Z!! ''11--1 e�ft'' r. �. L "1 zI sl LEFT SIDE ELEVATION PAINTED STUCCO SAND FINISH COLOR PER OWNER NOTE: LOMANCO SERIES 770D CTenrl Drinr kIrMTC - NOTE: ALL WINDOW SIZES AND THEY HAVE TC BY THE WINDOW M, BEFORE ORDERING. EXISTING COL TO BE EXTEN THE NEW RO( EXISTING TRIM TO REMAIN, lMNS � � — )ED TO IF LINE. 7'-1" z I I I PAINTED STUCCO SAND FINISH COLOR PER OWNER EXISTING TRIM TO REMAIN--, PAINTED STUCCO SAND FINISH COLOR PER OWNER REAR ELEVATION RIGHT SIDE ELEVATION PROP. TOP OF WALL EL. 10 —0 EXIST. TOP OF WALL EL. 9'-0 FINISHED FLOOR EL. 0'-0" DO NOT SCALE DRAWINGS I H. ��"• :Ni N0.42712 • . 7S STATE OF ;1 O P' • 4u S,.•lotie S/ONAt , ,, The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Emails: rroberts.egiOgmail. com trautwein_clem®outlook.4 C/1 O q Digitally signed by William H Roberts, Q4 PE W DN: cn=William H 1�� Roberts, PE, o=EGI, ou=Engineering, email=rroberts.egi@ gmail.com, c=US Date: 2013.09.01 16:49:54-04'00' t HEREB. r' .i'IFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No. 306 Plant City, Florida 33563 P.E. #42712 CA VAUD WRHOUT FOR ail ■■■■�■■■. ■o �. .. ■E ME ■■ III ■. Eli No No 0� No .■ ON ■o No ■■ ' 4b ■■ ■� T ■o No �� ■o • - No ■■ No . _ = _ ON ■01 i so 0� No No No �f � i IN ■I it • r • i s J rDRA1VWN CLEM TRAUTWEIN [SHEET 1 �4" = 1 !-0" & APPROVED CET $-22-13 C 135542 OF 1,4 imommomm ■■■■moon ■o■m■o■ . r r . r • _ : T _� _ _ No ■o ■o ■E ON No No ME No ME ■o No ME ■E ■o No No ■10 No 0■ ■� NE ■� NO ■� ■o ■o ■o so■■■■■■m ■mommo■f ■� Im s r IS 1N ■1 0 IN 1N Im mommomom i i DRAWN CLEM TRAUTWEIN SCAM 1 /4id CHECKED &AP CET C1 SHEET6 NOTE: EXISTING SEWER CONNECTION AT CENTER LINE OF LOT PLUMBING FIXTURE SCHEDULE MARK ITEM CW HW W DESCRIPTION P1 WATER CLOSET, 1/2 -- 3 BRIGGS, AMERICAN STANDARD OR EQUAL: NEW CADET 2292.203 , VITREOUS TANK TOP CHINA, TWO PIECE, ELONGATED -FRONT, 12" ROUGH IN, FLUSH VALVE ASSEMBLY, CHROME ACTUATOR, STOP VALVE AND FLEX TUBE, SEAL RING. SEAT. OLSONITE #95 ELONGATED OPEN FRONT, CHECK HINGE. COLOR IS WHITE. 1.5 GPF. P1 HC WATER CLOSET, 1/2 -- 3 BRIGGS, AMERICAN STANDARD OR EQUAL. NEW CADET 2168.128, 18" HIGH, VITREOUS TANK TOP, CHINA 2 PIECE, ELONGATED -FRONT, 12" ROUGH IN, CHROME HANDICAP LEVER, STOP VALVE AND FLEX TUBE, SEAL RING, SEAT: OLSONITE #95 ELONGATED OPEN FRONT, COLOR IS WHITE, 1.5 GAL FLUSH P2A LAVATORY, 1/2 1/2 2 BRIGGS, AMERICAN STANDARD OR EQUAL: AQUALYN 0476.028, VITREOUS COUNTER TOP CHINA, SELF -RIMMING, FRONT OVER FLOW, 20x17 OVAL, FAUCET:CHICAGO # 844-699, SELF CLOSING, ADJ TIME CYCLE, PUSH HANDLE, MIX TEE, INLET CHECK. 1-1/2" CHROME GRID DRAIN. COLOR WHITE P5 HOSE BIBB, 1/2 -- -- CHICAGO FAUCET OR EQUAL: 5T, ROUGH BRASS, SHORT PATTERN, MPT EXTERIOR INLET, TEE HANDLE, 3/4" HOSE THD, #E27 SPOUT OUTLET VACUUM BREAKER. P7G WATER HEATER, 3/4 3/4 3/4 A.O. SMITH STATE OR EQUAL: EEH-80, INTERLOCKED NONSIMULTANEOS DOUBLE ELEMENT, 4500 WATT, WITH 10 YEAR WARRANTY, 240 VOLT, AUTOMATIC TERMOSTAT, SETTING = 110 DEGREE F., MEETS ASRAE 90A, FOAM INSULATION, ANODE ROD, GLASS LINED, 150 PSI WORKING PRESSURE, ECO, UL LISTED, PAINTED METAL JACKET, P.T. VALVE, DRAIN COCK, 18 GAGE GALVANIZED SHEET METAL PAN, 1" NPT OUTLET 80 GALLON. P6 FAUCETS 1/2 1/2 -- DELTA, AMERICAN STANDARD FAUCETS OR EQUAL, COLOR OFF WHITE MODEL NO. 8281.0000 WITH HERITAGE WRIST BLADE HANDLES, BOTH IN CHROME (002). P5 KITCHEN SINK 1/2 1/2 1 1/2 ELKAY, AMERICAN STANDARD OR EQUAL SELF -RIMMING DOUBLE BOWL KITCHEN SINK 2 HOLE - MODEL NO. 7143.803, COLOR 020 (WHITE) WITH AMERICAN STANDARD FAUCET MODEL NO. 8281.000 WITH HERITAGE WRIST BLADE HANDLES - BOTH IN CHROME. HANDICAP SINK DETAIL SINKS 1. STIM SHALL BE MOUNTED WTH THE COUNTER OR RIM NO HIGHER MAMMUM OF 11/2 INCHES : (SACS IN10104ENS OF ACCESSIBLE 34 INCHES FROM THE FLOOPL EACH SINK 94ALL BEADNELLING UNITS SHALL COMPLY WITH LAVATORIES. SIM AND MIRRORS SECTION OF THIS MANUAL. 2. CLEAR FLOOR SPACE - RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60 INCHES N DIAMETER OR 32 INCHES BY 72 INCHES FINISHED INSIDE DIMENSION ADJACENT TO THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL LEXTEND�A MA)OMUM OF 19 INCHES UNDERNEATH THE LAVATORY ANCE) OR SINK GRAB BARS A GRAB BAR SHALL BE PROVIDED, LOCATED 33 INCHES FROM AND PARALLEL TO THE FINISHED FLOOR, MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH A VARIATION OF NOT MORE THAN 1/2 INCH, AND: 1. MALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES. 2. SHALL PROVE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAN. AND THE WALL. 3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLE AT ANY POINT, DOWNWARD OR HORIZONTALLY. 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH. SPECIAL NOTE: GRAB BARS MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. S. SHALL BE AT LEAST 24 INCHES LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. ING OILET PAPER GRAB BARS STALL COMPLY WITH FIGURE AND WITH GRABGRABHANDICAP TOILET DETAIL_ BARS, AND TUB AND SHOWER SEATS SECTION OF 'MI S IS MANUAL MMILIGIMMIANOW".11 OWN The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. 1 , , ,•j ice-' i NO.42712 ' Z3• STATE OF s ' %NAt- �rsi{{{fi!i4� Digitally signed by William H Roberts, PE DN: cn=William H Roberts, PE, o=EGI, ou=Engineering, email_=rroberts.egigma il.com, c=us Date: 2013.09.01 16:51:16-04'00' I HLRL8Y CLR I IFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No. 306 Plant City, Florida 33563 P.E. #42712 TEL (813) 334-0271 CA #29098 8-26-13 DATE OT VALID WITHOUT FOR SEW. OR STAMP) h x a FAr—MEMENEA-0 MOON NOR ■■■■■■■ ■ ■0 . No No ON ■o ■r No No No ■E � No ^ NMI ■o ■0 ■N ! NMI ■■ • _ ■■ ON Sol _ No ■N ON so, EM ■E tt �� ■� El l IN ■ IN ; —'— �s ■I IN 1 1 i I rDRn1L*W CLEM TRAUTWEIN sc": 1 /4" = V-0" CFMMM & APPROVED ca 8-22-13 C 13542 SHEET 7 QF 14 Emails: rroberts.egiOgmail.com troutwein_clem@outlook.com P 1-8 P1-7 2" ELECTRIC METER — UNDERGROUND SERVICE P2-8 Q Q I P1-12 P1-12 P' 8-�J _I I o SD P1-14I �I P1-12 P1-12 P1-12 I( ---- --�-' � �- - - J P2 10 MODIFIED 1ADDITION P1-12 P1-12 �� I P1-10 P1-10`w^ , TT = P2-8 x I r~ o SD II P2-8 P2-8 P1-14I oSD '�I oSD P1-10 LLLLU_P1-10 ,' P1-10 i� 10 -LIP2-6 J to ).,,"� to _ _ _ _ _ _ W I `�� I I I I I I I I ,a. Uy a 0_ n. E FL FL_ rz �U tJ 8 1V l� P1-14 O- .I U UNDER ATTIC FANS �P17 SP1-11,13 COUNTER < � _ �iN ATTIC � _ J 1 FOR SHOWER P1-9 1-10 1� P2-6 FOR BATH SINK P2-i 0 FOR KITCHEN SIMK \ J� I • MAIN OPEN AREA J P -7 KITCHEN AREA #1 `. _ r Q� 'f OFIC P 1-7 P 1-7 IP- V `` P1-7 P1-9 0 P1-141 J/ p P1-9 P1-10 9= P2-6 P1 9 r BATH NO.1 �, j �� P2 10 J, P1-9 ,Ij, t, JI P2-2 �=P1 9 tJ 'tP - ------ - `t' V P1-2 P1-2"P1-2 J J I DRUM ROOM " a Fa. NO.1 I 150 AMP INTERIOR ELECTRIC PANEL AP 1-2 P1-8 Pi -2 LEGEND: TELEVISION CONNECTION LOCATION PER OWNER SMOKE DETECTOR DOOR BELL VENT TO SOFFET BATTERY CO2 ALARM AH-1 P1-1,3 P 1-4 O SU P1-2 =C) M _P1-2--�,�'�' 8 P 1-2 Q o SD o DB VTS P2 o SD --- P1-6 P1-6 0 =0 (D--P2-9 J P1-6 P1-6 J I I FAN & P 1-6 1 LIGHT l PREP P1-6 -- P1-6 �.. d I N FOYER a PC") 6 �� Vo DB P1-8 P1-8 PORCH P2-6 P2-8 =(D P2-8 5'-1 1/2" P2-1: BATH i N0.2, L, ��12-22 P2 / P2-2 P2-2 P2-2 LLIJ P2-6 LLI IJP2-6 MAIN OPEN AREA. _---- i 1 I 5'-1 1/2" P2-2: o SD P2 i6 MP2-6 P2-2 P2-9 t1 AH-2 P2-9= PZ-1,3 P2-4 KITCHEN AREA #2 S T� S i; P2-7 o SD P2-9 I I I`P2_ P5'-91 1/2" o SD i P2-7 N � PNM Noss cy 0 R01 A A I N P2-5 CL REFS 2 A 150 AMP INTERIOR ELECTRIC PANEL P2-7A TANKLESS WATER HEATER NOTES: 1. ALL WIRES WITHIN THE EXISTING BUILDING TO BE REMOVED. 2. CONTRACTOR TO FIELD VERIFY ALL PANEL GROUNDINGS ARE TO CODE. P 1-8 ANKLESS WATER HEATER 9i t ­rS P2-7 P2-15,17 cu-2 UNIT ELECTRIC METER — UNDERGROUND SERVICE P1-8 Digitally signed by William H Roberts PE i I DN: cn=William H 0�f'#9iltfff H. Roy Roberts, PE, o=EGI, �GENs�•.�p�-; ou=Engineering, * e N027emall--rroberts.egi • •U • STATE OF ' Z • :,�a•• ,; gmail.com, c-US e P• `' ` ° "a Date: 2013.09.01 j}a�sJ +fBfffEet'. 1 6:5 2:01 -041 001 METER CAN BY ELECTRIC UTILITY CO. M LIGHTING ARRESTOR I I UNDERGROUND_ SERVICE FROM ELECTRIC UTILITY CO.— 2-4/0 AWG, CU, THHN OR THWN CONDUCTORS WITH 1-1 /0, AWG, CU,. THW GROUND CONDUCTOR 1-#4 EQUIP. GROUND 2 1/2" CONDUIT. PANEL MCS PANEL LOCATION 150 AMR 20/240V INSIDE DRUM ROOM i PH TYPE MLO 24 CIRCUIT NEMAN #2 AWG, CU., GROUND IN 3/4" CONDUIT TO TWO 5/8" DIA. 6 FOOT LONG DRIVEN RODS AT LEAST 10' APART AND METALLIC COLD WATER PIPE. CONNECT TO CW PIPE 0 BUILDING 5/8" GROUND RODS 1 O'-0" MIN. PANEL "1" ELECTRICAL RISER DIAGRAM N.T.S. PANEL "1 " 150 AMP MAIN 12D/208V/1 PH. A.I.C. 42,DOO CIR AMPS POLE LOAD WIRE LOAD CIR AMPS POLE LOAD WIRE LOAD 1 50 2 AH #1 #8-1/2"/GRD 5000 2 20 1 DRUM ROOM #12-1/2-/GRD 1620 3 4 20 1 RECEIPT IN AH-1 #12-1/2"/GRD 180 5 20 1 REF #12-1/2"/GRD 1000 6 20 1 FOYER #12-1/2-/GRD 1440 7 20 1 KITCHEN RECEPTS. #12-1/2"/GRD 1080 8 20 1 FLOODS AND FRONT UTES #12-1/2'/GRD 1080 9 20 1 KITCHEN LITE% BATH 1 & RECEPTS #12-1/2"1 1620 10 20 1 WALL RECEPTS. & SAY UTES #12-1/2-/00 1260 11 40 2 WATER HEATER - 40 GAL -tit #8--1/2'/GRD 40M 12 20 1 WALL RECEPTS. & LITES #12-1/2"/C0 1440 13,00, 14 20 1 FUTURE WALL LITES #12-1/2-/GRD 720 1 40 2 CU #1 #8-1/2"/GRD 4400 16 20 1 1 ATTIC FANS, LITES, RECEPTS #12-1/2"/GRD 1080 17 18 STARE 19 SPARE 20 SPARE 21 30 1 SPARE 22 SPARE 23 SPARE 24 SPARE OR = QUICK RECOVERY VOLTAGE: 120/240V PHASE LOAD: TOTAL 25>920 MBKR 150 AMP a: MAIN. 150 AMPS b: TCL = = 108 AMPS-1 PH. TRIM: 240 - FEEDER WIRE: 2-4/0 AWG CU, 1-1/0 CU GND, 1-0 EG, 1 1/2' COND. METER CAN BY ELECTRIC UTILITY CO. M LIGHTING ARRESTOR UNDERGROUND SERVICE FROM ELECTRIC UTILITY CO. 2-4/0 AWG, CU, THHN OR THWN CONDUCTORS WITH 1-1 /0, AWG, CU,. THW GROUND CONDUCTOR 1-#4 EQUIP. GROUND 2 1/2" CONDUIT. PANEL 2 MCB PANEL LOCATION 150 AMP INSIDE KITCHEN #2 120/240V 1 PH L TYPE MLO 24 CIRCUIT NEMAN 32 AWG, CU., GROUND IN /4" CONDUIT TO TWO 5/8" DIA. 6 FOOT LONG DRIVEN RODS AT LEAST 10APART AND METALLIC COLD WATER PIPE. CONNECT TO CW PIPE a BUILDING :T75/8" GROUND RODS M1N. PANEL "2" ELECTRICAL RISER DIAGRAM N.T.S. PANEL "2" 150 AMP MAIN 120/208V/1 PH. A.I.C. 4ZOOO CIR AMPS POLE LOAD WIRE LOAD CIR AMPS POLE LOAD WIRE LOAD 1 50 2 AH #2 #8-1/2"/GRD 50DO 2 20 1 BATH N0.2 & RECEIPTS #12-1/2"/GRD 1440 3 4 20 1 RECEIPT IN AH-1 #12-1/2'/GRD 180 5 20 1 REF #12-1/2"/GRD 1000 6 20 1 WALL RECEPTS. & BAY UTES #12-1/2"/GRD 1440 7 20 1 KITCHEN RECEPTS #12-1/2"/GRD 1440 8 20 1 WALL RECEPTS. & UTES #12-1/2'/GRD 1440 9 20 1 KITCHEN LITES & RECEPTS. #12-1/2-/GRD 1620 10 20 1 FUTURE WALL UTES #12-1/2'/GRD 720 11 30 1 TANKLESS WATER HEATER -KIT #12-1/2'/GRD 360 12 SPARE 13 30 1 TANKLESS WATER HEATER -BATH 2 #12-1/2"/GRD 360 14 SPARE 151111 40 2 CU #2 #8-1/2'/GRD 4400 16 SPARE 17 18 SPARE 19 SPARE 20 SPARE 21 SPARE 22 SPARE 23 SPARE 24 SPARE OR = QUICK RECOVERY TOTAL 19,40D VOLTAGE: 12D/240V PHASE LOAD: MBKR: 150 AMP a: MAIN: 150 AMPS b. TCL =120 = 81 AMPS-1 PH. TRU�i: - FEEDER WIRE: 2-4/0 AWG CU, 1-1/0 CU GND, 1-#4 EG, 1 1/Y COND. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Emails: rroberts.egi*gmail. com trautwein_clem@outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No. 306 Plant City, Florida 33563 P.E. #42712 8-26-13 TEL (813) 334-0271 DATE CA #29098 (NOT VAUD WITHOUT FOR SEAL OR STAMP) O q h a ■■■■■m■■■■aMrs■■■E■■■ No No _ No ■o ■E _� ■. ■■ ■o NE ■o . - ■o No , 1 1 ■I 1� I i .s J DRAM! CLEM TRAUTWEIN 1 4" = V-0" CRECXED & APPROVED CET 8-22-13 C13542 SHEET8 OF 14 HVAC NOTES 1. All equipment is new, air handlers located on steel channell, supported from deck above with concrete deck anchors. Bottom of plenum box of return held 2" off bottom of stand with emergency condensate drain pan extending out 3" on all four sides with emergency overflow shut down switch on condensate overflow mounted on emergency pan. 2. rectangular ductwork to be 1.5" fiberous duetboard, Joints to be sealed with pressure sensitive "UL" 181 silver tape and staples as recommended by manufacuterer. Round ductwork to be R-6 flex duct using silver tape, "UV 181 and nylon panduit straps at Crown dampened collar. 3. All duct sizes are clear inside dimensions, allow for 1.5" R-6 fiberglass ductwork. 4. Rectangular ductwork to be hung with 2" u-channel & minimum 12-gauge wire on 6' centers and flex duct to be hung with 2" metal strap on 5' centers and at elbow down to air distribution as needed. All duct materials and installation of same to comply with section 503 of Florida Energy code for Building Construction effective March 1, 2002, 5. Smoke detectors shall be installed in return duct to shut down system, located prior to introduction of ventilation outside air. 6. Coordinate location of air distribution with ceiling grid and lights. 7. Contractor test and balance of systems to within 10% of design airflows shown and submit air balance report and equipment performance to owner upon completion. g. Thermostats to be mounted at 52" AFF. 4 TON, 13 SEER (MIN.) 7.8 HSPF (MIN.) CONDENSER TYPICAL C SLAB SLAB TO BE 4" WIDER THEN THE UNIT. 4 TON, 13 SEER (MIN.) 7.8 HSPF (MIN.) CONDENSER TYPICAL A& SLAB SLAB TO BE 4" WIDER THEN THE UNIT. V '" 'tt►ettaar►rae s Z/�, • •�i E N •", "7" i �+ No.42712 ®•,'EJ STATE OF �eie�I C�C1 ' 4 0 R \'O �i-N�Kle S/QfVA` E�,+, SYSTEM #1 & 2 HVAC NOTES DETAILS AND SCHEDULES SYSTEM #1 & #2 DESCRIPTION — 4.0 Ton Package Heat Pump EQUIPMENT SCHEDULE: TRANE XL15i 13 SEER HEAT PUMP SYSTEM with "R-41OA" refrigerant AH MD GAF2AOA34821SA HEAT PUMP CU MD# 4TWX5048A BTUH COOLING CAPACITY 48,000 SEER 13.00 MIN. HSPF 7.8 MIN BTUH HEATING CAPACITY 48,000 BLOWER SPEED CFM 0 .3" WC Cooling 1600 Heating 1600 ELECTRICAL REQUIREMENTS AH-1 MINIMUM AMPACITY 32.5 MAX FUSE 50 AMPS CU-1 MCA 35 MOCP 40 AMPS VOLTS 120 240 1 60 PIPING SIZE 3 8" LIQUID 1 1 8" SUCTION wZ 1 2" INSULATION 3 4" CONDENSATE DRAIN CONTROLS: Programmable Thermostat FILTER TYPE: 1" pleated throw —a —ways DUCT SYSTEM: R-6 fiberglass/foil—flex w/Crown #1580 register boxes, damper collars, and Air Mate grilles. All joints sealed with Fasson #0801 pressure sensitive tape. All work shall conform to the requirements of the Current Florida Unified Mechanical Code, 2008 National Electrical Code, and all Pasco Country Codes. Note: General Contractor has the option of utilizing an Equivalent Manufacturers HVAC Package Heat Pump System. FEN • • • • fe� MENI llA •�i a • M.10 a • • �'. ' ... • ---------------------- .. • if . ��//IMMMMI%///� ® • _ �I o INSULATED OR STORM ice• + ...�i IM VIN �,JIM 1. PLANS INDICATE THE GENERAL LAYOUT AND LOCATION OF THE MECHANICAL SYSTEM COMPONENTS. UNLESS SPECIFIED DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THOSE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND SIMILAR CERTIFIED DATA. 2. CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES ADOPTED AT THE TIME OF PERMIT APPLICATION AND THE 2010 FLORIDA UNIFIED BUILDING CODE, FLORIDA MECHANICAL AND ENERGY CODES. 3, SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIAL FOR REVIEW. INSTALL AND TEST ALL EQUIPMENT AND MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 4. DUCTWORK, AIR DEVICES AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT TO THE CEILING OR CEILING SUSPENSION SYSTEM. COORDINATE LOCATION OF ALL AIR DEVICES. WALL CAPS, ROOF CAPS AND LOUVERS WITH ELECTRICAL, ARCHITECTURAL AND PLUMBING WORK. 5. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA" DUCT CONSTRUCTION STANDARDS AND COMPLY WITH THE LATEST "NFPA" 90A REQUIREMENTS. 6. ALL DUCT DINIENSION AS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ADD 3" FOR EXTERIOR DUCT DIMENSIONS. 7. ALL FLEXIBLE DUCT SHALL BE CLASS 1 R-6 INSULATED REINFORCED METALIZED JACKET, AIR —TIGHT, INNER CORE, WITH ENCAPSULATED WIRE HELIX. 8. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 54" ABOVE FINISHED FLOOR UNLESS NOTED ON DRAWINGS. LOCATION OF THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE, FINAL LOCATION OF THE THERMOSTAT SHALL BE SUBJECT TO APPROVAL OF THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD. 9. PROVIDE A CONDENSATE DRAIN SYSTEM PER THE 2001 FLORIDA MECHANICAL CODE SECTION 307. a. PROVIDE P—TRAPS AT ALL CONDENSATE DRAIN LINES. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE. b. (MINIMUM 1 /8" PER FOOT). INSULATE DRAIN LINES WITH 1 /2" THICK CLOSED CELL RUBBER PIPE INSULATION. c. CONDENSATE LINES TO BE PVC. LINES TO BE A MINIMUM OF 3/4" diameter. EXTEND TERMINATION OF DRAINS 12" FROM THE EXTERIOR WALL TO GREEN AREA. 10. PROVIDE REINFORCED CONCRETE EQUIPMENT PADS FOR THE CONDENSINIG UNITS. PADS TO BE SIZED AND SPACED TO PROVIDE MANUFACTURER'S REQUIRED SERVICE CLEARANCES. Digitally signed by William H Roberts, DN: cn=William H Roberts, PE, o=EGI, ou=Engineering, email=rroberts.eg i @gmail.com, c=US Date: 2013.09.01 16:52:37 DO NOT SCALE DRAWINGS 1/2"X6" — STAi2TrN& COLLAR PANT ALKYD GLOSS —� LACK. ADJUSTABLE STAND CAN BE SUBMTED IN PLACE OF STEEL STAND ON THREE TON AND UNDER COOLING SYSTEMS. 2"x2"' PLATE, sET oN CflRIcjRUBBEI 1ABRATIOM PADS IN EMERGENCY DRAIN PAN WITH FLOAT SNATCH SHUTDOWN. The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No. 306 Plant City, Florida 33563 P.E. #42712 TEL (813) 334-0271 CA #29098 8-26-13 DATE OT VAUD WITHOUT FOR SEAT. OR STAMP) rw" A j ■ m■.■■■m NNINEEMEMM11 .. ■o ■r mo ■O ■M! ■o ■o No r No No ■O - t ■o ON ■0 ■o ■o ■E _ _ - ■o No, AM ■0 No ; ' :- ON! No ■� 00 ON E No No ■' �. ■■■m■■■MENOMINEE it I s • r � i i i DRAVN CLEM TRAUTWEIN SCALD 1/4" = 1'—O» CkMCKED & APPROVLD CET 8-22-13 C13542 SHEET 9 OF 14 rroberts.egiOgmail.com trautwein—clem@outlook.com W 1 Lv l- - L-T -- ROOF CONNECTORS SIMPSON CATALOG C-2013 1. LUS28 W/6-1Od NAILS IN HEADER AND W/6-2 1 /2" TITEN SCREWS IN THE CONCRETE. UPLIFT 1165, PG.71 2. HETA20 W/9-10d X 1 1/2" NAILS PER ANCHOR. UPLIFT 720, PG.166 3. ECCLLQ-SDS2.5 W/20-1 /4"X2 1 /2" WOOD SCREWS IN THE MAIN BEAM AND W/ 10-1/4"X2 1/2" WOOD SCREWS IN THE SIDE BEAMS. UPLIFT UPLIFT 4910 MAIN BEAM 2350 SIDE BEAM PAGE 64,65 4, VTCR W/4-SD#9X21 /2" WITHIN THE SUPPORT FRAMING AN W/3-SD#9X1 1/2- IN THE VALLEY TRUSS. UPLIFT 500 PG. 156 5. LUS24 W/4-10d NAILS IN GIRDER AND W/4-10d NAILS IN JOIST. UPLIFT 490 PG. 70,71 NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL TRUSS ANGLES, LENGTHS AND ROOF SLOPES. 2. PROPOSED ROOF COVERING WILL BE PER WALL DETAIL ON SHEET NO.6. 2X4 CONTINUOUS STRONGBACK W/ (2)-16d DOUBLE HEADED NAILS AT EACH TRUSS BOTTOM CHORD; SPLICE ACROSS TWO TRUSSES. N0.42712 a • a '0 STATE OF .cv DO NOT SCALE DRAWING . The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Emails: rroberts.egi@gmail.com troutwein_clem@outloak.com Digitally signed by William H Roberts, PE DN: cn=William H Roberts, PE, o=EGI, ou=Engineering, email=rroberts.egi@ gmail.com, c=US Date: 2013.09.01 16:53:35-04'00' I HEREBY UE %i iFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No. 306 Plant City, Florida 33563 P.E. #42712 TEL (813) 334-0271 CA #29098 8-26-13 DATE DT V UJD WITHOUT FOR SEAL. OR STAMP) . x a ,A' MENNEN -hk �■.■■■■■■ mi ■■■M■■■ ME No No No ^ _: r r ■o ��' No No,, i ■o ■E ■o ME 0. ■E ON r r _ ON ■N ME ■o Mmi Y No �r No ■E ®o ■� ■o __ No ■� No _ _ ■E i ' ■ II �iIN �I IN IN ■%-1 � -0 IN ■I IN ■L�___ MENOMONEE 1 • i i i i I •r i i i J DnWN CLEM TRAUTWEIN N =1'-0" ID8-2.2-1354,210 OF 4 SIMPSON 'S W �1 018'0.c T 2x END C� BLACK JAMB/HEAD Z 1 1 2' MNH 2x4 P.T. FCJRRNNLT Z 2x4 0 le O.C. MW `1/4 7C3" TAPCON Ld &.. W/ (i 1/4 WL EMBW) Q 8d NAS 0� I r 0 10d NAIL 0 8' O.C. 2x4 STUDS O le O.C. 2" P.T. AT TIP AND SIDES Y WALL SRRC. PER OF BLX OPNG. {-- 0 SIMPSON 1~PKT. SOD MANUF.^'I J m JAMB/HEAD DETAIL a" TAPCONS MIN. EMBED) d J%n 3B0 41$ a'R MAX. NAIL KNEE WALL TO TRUSS SM CHORD OR SM. x OPENING WW1 (3)10dd TOE-WS SIMPSON *WA24" STRAP WRAP OVER TOP/BOT. PLATE AT FJL. STUD W/ (S)IOd NAILS EACH SIDE OF STUD "2x4 P.TACH. FURR M0 W1/4 x3' TaPCDNs . (1 1/4 MIN. EMBED) 2x4 P.T.-ATTACH W/ 1j4'x3" TAPCONS 8' MAX4 (1 9/4 MIN. EMBED) i4s" MAX. WALL ELEVATION FRAME WALL AT POCW SM BLOCK OPENING 25" MIN. LAP #b REBAR W/ STD. LEI CELL #5VEVERT RED wf!..zs7r•#i�l T�ung �,r _ . iC51'#31i rUK I'KAML I:5tAKLMU !WALLS UVLK 1U- MIUM. rKUVHUG SOLID 2x BLOCKING AT a-D- O.C. MAXIMUM - ALL EXTERIOR FRAME WALL STUDS OVER 9'-0- LONG TO BE #2 OR BETTER S Y-P WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS SIZES NOTED ON PLANS TO SUPERCEDE VALUES SHOWN ON THIS SCHEDULE HEADER LOAD 2x6 I xSffi)2 2xi Immtffi5 -4 FLOOR OW - - 12nd ALL SIRUL:IUKAL rICAULKS IU OC L LRf CLI IrJ% S.T r. ALL NON-STRUCTURAL HEADERS H -FIR OR S-P-F OR BETTER Sx8x18 CONC. KNOCKOUT ILK. TOP COURSE - FILL W/ CONC. & 1-#6 BAR CONE. ^-- 25' MIN. LAP REW W/ SW/ STD. H00K BI.00K WALL HT. TRANSITION DU.AJL ROOF TRUSSES OR 2x RAFTERS AT 24 O.C.- CONNECT T 18d MAIN COMMONS SEE ROOF PLAN FOR REWD TO TOP PLATE -� n �/— STRAP AT EA, MEMBER SSTUD TO TOP PLATE REFER TO HEADER I fSCHED, FOR SM AT ie2x CONT, STAB ACROSS SPM WADS OVER0 H­-PROVIDE 'LSTA24" STRAP AT AT 4'-0' O.C. MAX.) HOR. STUD 70 BEAM (21 RAPS I /L DDE W 4 OR MORE TRUSSES OPNG. ID PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, 2x STUDS O AND BOLTS TO SLAB NOT REQUIRED 18' O.C. I AT INTERIOR BEARING WALLS NOTED ` ON PLANKS AS SUPPORTING GRAVITY LOY4DS arlY (ND LT LOADS) 'SPHE` AT F.A STUD TO SN.L PLATE NUMBER OF 'saHI4 sruD TO PLATE CONNECTORS TO MATCH NUMBERS OF STRAPS AT32' �. MAX (w�/ 3/4 WASTERS 1 FRAME BRG�W�IC T PROVIDE STUB' STRAP AT 2" STUDs IN LIEU OF SPIH4' STRAPS WDW. HEAD TO TiRISM r_2x4 VEW. AT EA. TRUSS OR 24' O.C. MAX. -CONNECT TO TRUSS TOP/BOT. CHORD W/ (4)IOd NAILS .-2x4 BLKO. 0 24• C.C. / BTWN TRt -C ONNECr TO TRUSS W/ (3)10d NAILS '-MT312 STRAP EA. SIDE or Off WALL (CONNECT TO ALA STUD SOW VAW OR MM)- - - O.S.B. SHEATHING W/ Sd NAILS 0 6" O.C. -2x8 OR 2xB 0 24' O.C. TOSTUD W1 (2)100dd NAAILS. 1 3/4-x4' ALUM. ALLOY W63 WINDOW FRAME Wj 3/8" TEMPERED GLASS PANELS SEALED AT JOKM W/ CONT. 1/4" BEAD OF *GE SILICONE SEALANT' (SIL-PRUF)-ArrACHI / FRAME W/ #10 SC REWiS O 18' O.C. _ 24 OR W0 24' G.C. Ek PLATE WRAP OVER TOP/WT PLATE STUD W/ N(2)10d NAILS. AT EA STUEACH D W/ SIDE OF STUD OAM SWATHING W/ 8d NAILS O 8' O.C. 8je" EXP, BOLT (2 3/4 EMBED) O 24' O.Q(2' SQ. WASHERS) KNEE WALL FRAME SILL MITERED GLASS DETAIL 1. GLASS AND FRAME DESD TO MEET WALL COMPONENT WOW LOAD PRESSURE LP TO WX 28.9 PSF z MA)aIUM CLASS PAMEI. VAOTH - $-O' MAXIMUM GLASS PANELL, WIGHT 8'-O' 3. CONIINLOM SUPPORT REQUIRED AT TOP AND SOT'TOM ONLY. ATTACH ANY WE WALL 446 SIMILAR TO HEAD OR SILL DETAILS. 4 FRAM TO BE 4500 SERIES ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM BY ARM ALUMINUM ARID GLASS CO. VENT. REINF. CONC. FILFA (2)10d NAILS CELL W/ O 8' O.C. 1^ ❑ 1/2" EXP.BOLT O 2e O.C. VERT. (2 3/4' EMBED.) W/ 2- SO. WASHER - NAB. KNEE WALL TO TRUSS WT. CHORD OR BANG. W/ (3)10d TOE- 1AIL.S —SWPSON 'L5TA24' STRAP WRAP OVER TOP/BM PLATE AT FA. STUD W/ (8)1Od NAILS EACHSI STUD PER WDW" HEADAI TO _2x 1I.HC E- x3' TAPCONS 0 1117 O.C. -CONE. SIX KNEE WALL -FILL TOP COURSE W/ CONC, KM SILL KNEE WILL FASTENER SCHEDULE FOR BUILT UP STUD COLUMNS VERTICAL SPACING OF FASTENERS AT 16" O.C. STAGGERED UNLESS OTHERWISE NOTED STUD SiZE III OF NAILS PER ROW NUMBER OF PLYS L L 4 t i0d X 3L x 1 L 2xd2 " IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER WITH 1/2- TAG BOLTS AT 24. O.C. VERTICALLY THE WITH THE SAME NUMBER OF BOLTS PER ROW AS NAILS COMPONENT AND CLADDING MIN. DESIGN WIND LOAD PRESSURE (PSF) Q PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE 1606.2B OF 2001 F.B.C. ATIAACH W. SHEATHING TO STUDS/PLATTS PER STRUCTURAL NOTES AT EXT. FRAME WALL TO BLOCK WALL PROMOE 2x P.T. iW/ 1/2' Er. BOLT O 24' O.C. VERT. (2 3/4 DAM.) W/ 2' SQ. WASHERS PROVIDE 2 3/4' MOE tNSTAHx E FOR 80tTs SIMPSON "SPH4' AT EA. STUD 2-2x4 OR DBL. 1x4 BUCK - CONNECT BLOCK HEADER EA. TO BLOCK W/ 3/16%3- TAPCON (1 1/4- MIN. EMBEDMENT INTO BLK.) SOLID BLKG. AT TOP 2,_0. MWN. ARCH BLKG. & BUCK MAX. 2x4 45 DWG. 8d NAILS 0 8" BRACE(S) O.C. AT BUCK 7/16" O.S.B. BUILT UP PLWO. BUCK -SCRIBE ARCH PANEL (4)10d NAILS BACKSIDE TO FIT ARCH- INTO EA 2x4 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW 2x4 SOLID BLKG. (FULL WIDTH OF ANCHOR INTO ARCH BLKG. WALL) BTWN. O.S.B. ARCH FACES W/ PER INSTALLATION DETAILS (2)10d NAILS THRU O.S.B. INTO EA. 2x4 PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1 1/2" THK. OR MORE BUCK SECTION WITHIN 8" MIN. OF START OF ARCH — Am -A FRAME ARCH TOP DETAIL BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT ROOF EDGE f (D a 0 0 C)� (0)O (D O a t Q 3 O 10 l_J 2 1U O( O ----��cc 4' 4' OZONE 1 - USE 8d NAILS 0 12- O.C. (FIELD) 6. O.C. (EDGE) ZONE 2 - USE 8d NAILS 0 6. O.C. (FIELD & EDGE) 1�3 ZONE 3 - USE 8d NAILS 0 4. O.C. (FIELD & EDGE) ROOF NAILING PATTERN EXT. FRAME WALL TO BOCK WALL CONNECTION DETAIL APPLICABLE TP ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN APPROVED SHINGLESSTRAP MANUF./TYPE: CERTAINEED "LANDMARK AR" CERTAINEED "XT20" OWEN CORNING "OAKRIDGE PRO 30" OWEN CORNING "OAKRIDGE PRO 30 AR" OWEN CORNING "OAKRIDGE PRO 40" OWEN CORNING "OAKRIDGE PRO 40 AR" OWEN CORNING "OAKRIDGE PRO 50" OWEN CORNING "OAKRIDGE PRO 50 AR" OWEN CORNING "WEATHERGUARD PRO 40 HIGH WIND 110" OWEN CORNIGN "WEATHERGUARD PRO 40 AR HIGH WIND 110" FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX PRODUCT SPECIFICATIONS: OWEN CORNING SHINGLES TO BE USED: SIZE: 13 1 /41N. X 38 3/41N. SHINGLES PER BUNDLE: 22 APPLICATION EXPOSURE: 5 5/81N. SALES SQUARE: 66 SHINGLES AVERAGE COVERAGE PER BUNDLE: 33.3 SQ. Ff. COVERAGE PER SALES SQUARE: 99.9 SQ. FT. APPLICABLE STANDARDS: ASTM E 108 CLASS "A" FIRE, D 3161, D 3018 TYPE 1, D 228, UL 790 CLASS A, UL 997 WIND MEETS 1995 WISCONSIN'S UNIFORM DWELLING CODE, ILHR 21.27(3)a ROOFING CONTRACTOR: RELIABLE ROOFING AND GUTTER, INC. 4402 NORRTTH CHURCH AVENUE TAMPA, FLORIDA 33614 813-932-7663 813-935-3908 FAX �70ALRCF LLEY RAFTERS 2x4 COLIJA TIE IN 3RD OF ROOF EVERY 3RD RAFTERS AT SPANKS 1 LY ��STRAP AT SPANS > 8' 4 SAT VALLEY RAFTER M. BIWIN TRUSSES RAFM ROOF TRUSS BELOW HAND VALLEY FRAMING DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PWAM DEWL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP SWPSON "MTSMIB' STRAP W/ (4W18"x2 3/4 TAPCONS TO KOOK WALL AND MlOd NALS 70 COMMON TRUSS L-LINSTALL Atari STRAP 3 59W DIAGONALLY FROM CONC. FN LED SS1tP. OTHER FOR NGLEE MEMBERTRUSS TOP BLK. COURSE PER TYP. WALL SECTION MISSED TRUSS TO BILK. WALL. STRAP LIE (1) MMM16 STRAP FOR UPLIFT V&uES 1000 LOS. AIR LESS USE (2) Mt' 6 STRAP MR UPLIFT VALUES 2000 LIM OR LESS UPLIFT VALUES OVER 2000 LSS. REQUIRE LETIER FROM ARCHITECT OR 1 3/4- SECTION A -A 3/16-x3" TAPCONS 2x4 45 DIAG. BRACE AT EA. FACE OF ARCH W/ (2)1Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE TAPCON PER MIN. SCHEDULE (2)10dxi 1/2" O 24" O.C. EXT. FACE 1 L FOR BUCK BUILT UP OF BLOCK 04 TO 2 1/2- THICK 0R (2)8dx2 1/2- 0 24- O.C. PROVIDE 2x P.T. AGAINST FOR BUCK BUILT UP BLOCK FOR BUILT UP 2 1/2- THICK OR MORE BUCKS 2" THICK OR MORE AT" BUILT UP BUCK DETAIL THICKNESS 1 1/2- OR GREATER PRECAST CONC. JAMB OR CMU LINTEL ABM, JAM MIN. 2 1/2- WIDE BUCK- MAX. 2 3/4- BUILT UP THICKNESS - CAULK BTWN. CONNECT W/ 3/16- TAPCON, BUCK/BLOCK LENGTH MUST BE SUFFICIENT TO ACHIEVE MIN. 1/14- EMBEDMENT CEMENT FINISH INTO BLOCK JAMB/HEAD OVER BLOCK INSTALL WDW./DOOR SCREW DRYWALL ANCHOR INTO BUCK PER INSTALLATION DETAILS. HEAD/JAMB FOR BUCK THICKNESS 1 1/2- OR GREATER PRECAST CONC. INSTALL WDW./DOOR TAPCON LINTEL ABV. OPNG, ANCHOR INTO BLOCK PER OR CMU JAMB INSTALLATION DETAILS CAULK BTWN. IN. 2 1/2" WIDE BUCK- BUCK/BLOCK MAXIMUM BUILT UP THICKNESS MUST BE LESS THAN 1 1/2-, CONNECT W/ SPIRAL NAILS 0 16" O.C. CEMENT FINISH RYWALL OVER BLOCK HEAD/JAMB FOR BUCK THICKNESS LESS THAN 1 1/2- CEMENT FINISH OVER BLOCK PRECAST CONC. SILL - ATTACH WDW./DOOR PER MANUR SPECIFICATIONS WINDOW/DOOR BUCK DETAIL CONNECT HANGER W/ (4)3/16"x1 3/4" TAPCONS INTO EA. BLOCK JAMB AND BLK. BLK. (4)16d NAILS INTO HEADER JAMS AMB 1 L 2x4 ACROSS FRONT (ALIGN C1 2- MIN. DISTANCE ED1 1/2* MIN. GE DISTANCE FLUSH W/ BLOCK FACE) CONNECT FOR TAPCON FOR TAPCON TRANSOM WDW. W/ (2)1Od NAILS 0 12" O.C. (6- FROM EA.. END) (2)2x6 MDR. INTERIOR CTR. ON JAMB EXTERIOR FACE FURR OUT AS REWD. DBL SINGLE HUNG W FACE OR DOOR SIMSON "HUS26-Y HANGER -ORIENT HORIZONTAL OR VERTICAL 7'-0' MAX. 11 MASONRY OPENINGWIDTH (2)2x6 LAID FLAT -NAIL TOGETHER HANGER W/ HANGER W/ W/ (2)Bd NAILS 0 6" O.C. HORIZONTAL VERTICAL ORIENTATION ORIENTATION WOOD HEADER BTWN. WDWS. OR WDW./DOOR 1. MAXIMUM DESIGN PRESSURE 32.4 PSF FOR ANY DOOR OR WDW. 2. INSTALL WDW. AND DOOR SCREW ANCHORS INTO HEADER PER WDW. OR DOOR INSTALLATION DETAILS. ROOF TRUSS OR 2x4 BLKG. CONC. 0 24" D.C. BTWN. TRUSSES BLK. O.S.B. SHEATHING W/ WALL 8d NAILS 0 6" O.C: 2x4 BLKG. 0 24' O.C. 2x4 CONT. w/ (2)1Gd (2)10d AT EA. 2x4 AT EA. TRUSS OR BLKG. 2x6 OR 2x8 CON7 2x4 P.T. O 24" O.C. tOd @ 12" O.C. 2x4 P.T. COW. W/ 3/16"x3" MIN. TAPCONS 2x4 P.T. CONT. W/ a 16" O.C. 3/16x3- MIN. TAPCONS O.S.B. SHEATHING W/ 0 16' O.C. , LK 2x4 P.T. W/ (2)1Od BLK 8d NAILS m 6" O.C. 10d 0 12" O.G. HARD CASE SPIRAL I. (2)1Od AT EA. 2x4 2x6 OR 2x8 CONT. NAILS 0 24" O.C. WALL HEAD JAMB POCKET SGD HEAD/JAMB DETAIL LOCATIONS WHERE POCKET SGD TRACK IS OUT WINDOW/DOOR BUCK DETAIL FOR BLOCK OP GS. W. BUCKS 1 1/2- THICK OR GREATER WIDTH WIDTH WIDTH D F E F D D E D D E DAx _ N WIDTH 0 + 24 A A A ` El B B LU YE C C 2 A A A t SINGLE WDW. OR MULTIPLE SIDE STACKED WDW. SIDE WDW. W/ MULL BTWN.Q W% MULL MN. Q EXTERIOR DOOR OPENINGS U WDW. OPNG. HEIGHT LOCATIONS IN HEAD CD1 WDW. OPNG. WIDTH LOCATIO= IN HEAD 1 UP TO 40 UP TO 40 4. 1 TO 60"A B .01 TO 60 D E a " TO " 1. LOCATIONS PER INDIVIDUAL WDW. OPNG. DIMENSION NOT MULLED WDW. OPNG. DIMENSION 2, MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C. EXTERIOR DOORS BY STANLEY OR EQUAL; TYPE AND STYLE BY OWNER. GENERAL PERFORMANCE AND ACCEPTANCE DATA: AIR INFILTRATION; WATER INFILTRATION: ASTM E 283 31 3 EE ANSI/ISDSI - 101 ASTM STM D- 1O4 SPECIFICATION: 0.20 CFM/FT. SPECIFICATION: ZERO PENETRATION WITH TESTED T0: 0.004 CFM/FT. 0 15 MPH 2.86 PSF 0 5A0 GPH/FT. 0.005 CFM jFT. ®25 MPH TESTED TO: ZERO PENETRATION ACOUSTICAL PERFORMANCE: ASTM E 413-70T - STC > 23 ENERGY SAVING INDEX: NFRC CERTIFIED 20 MINUTE FIRE DOOR SMOKE -DRAFT 1 /3 HOUR UBC 43-2, 1/2- LATCH BOLT THROW SOUTHWEST RESEARCH INSTITUTE NO. 92038-01-01. 2-2x4 OR DBL Ix4 BUCK - CONNECT SECTION B-B BLOCK HEADER EA. TO BLOCK W/ 3/16"x3" TAPCON (i 1/4- MIN. EMBEDMENT INTO BLK.) PROVIDE 2x4 DIAG. BRACE BTWN. VERT. BRACES WHEN HT. OF BRACE EXCEEDS 24" SOLID BLKG. AT TOP 2'-0" 8" BTWN. ARCH BLKG. & BUCK MAX. PROVIDE (2) MIN. --Sd NAILS 0 8" TAPCON AT EA. SIDE BUCK-(1) WITHIN 2x4 VERT. BRACE(S) O.C. AT BUCK 4" MIN. OF START 7/16" O.S.B. OF ARCH ARCH PANEL BUILT UP PLWD. BUCK -SCRIBE BACKSIDE TO FIT ARCH- 2x4 SOLID BLKG. START OF CH CONNECT W/ Bd NAILS (FULL WIDTH OF EQ. €Q. 4 MAX. WALL) BTWN. O.S.B. INSTALL WOW. SCREW ARCH FACES W/ 2x4 VERT. AT EA. FACE ANCHOR INTO ARCH BLKG. (2)IOd NAILS THRU OF ARCH W/ (3)10d PER INSTALLATION DETAILS O.S.B. INTO EA. 2x4 NAILS AT EA. END SECTION B­-B FRAME ELLIPSE ARCH TOP DETAIL BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (No BUCK REQ'D. WHEN NO PLYWO. JOINT AT JAMBS) Digitally signed by William H Roberts, - PE 15,i1,tiNWWr�$ DN• cn=William H % 4*1 Ro ; Roberts, PE, o=EGI, • ENS • ;�o.427 z °=% ou=Engineering, ' :'Cr. email=rroberts,egi w :'O •° STATE 4i= ; �• 4 0 R,o? `�`�$ gmall.com, c-US ®r•'• ...• elj,,*iliii•�'�! Date: 2013.09.01 16:54:15-04'00' DO NOT SCALE DRAWINGS The contractor shall Verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Emails: rroberts.egi@gmail.com trautwein-CIem0outlook.Cam 1 HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No. 306 Plant City, Florida 33563 P.E. #42712 B-26-13 TEL (813) 334-0271 DATE CA #29098 (NOT VAUD WITHOUT FOR SELL OR STAMP) Ado rMMMMEMMME1NO SEEN MENOMONEE .. - T ._ it ■■ �■ ■i �® ME ME ■o No ME ., Imo, ■1 I� I MENOMONEE 1 .r i • • i J DRAVN CLEM TRAUTWEIN SCAM NTS CI:ECIM & APPROVED CET 8-22-13 Cl tw42 SHEET OF' 4 2x4 P.T. FURRING S" MAX. ATTACH TO BLK_ W/ 1/4 x3- TAPCONS (1 1/4- MIN. EMBED) SIMPSON "SPH4" 0 16" O.C. u- (2) 2x4 m EACH END- 0 BLOCK JAMB/HEAD Z 1 1G 2MININ. 2x4 P.T. FURRING W 2x4 Q 16' D.C.- r-1/4"X3" TAPCON O.S.B. SHEATHING W/ (1 1/4- MIN, EMBED) 0 8d NAILS a 6" O.C.(EDGE) 12" O.C.(FIELD) 10d NAIL m 6' O.C. 2x4 STUDS 4 le O.C. 2x4 P.T. AT TOP AND SIDES (, WALL STBK. PER ( OF BLK. OPNG. J SIMPSON "SPH4" PKT. SGD M6ANUF.-" a 16" O.C. JAMBfHEAD DETAIL 3 �C7 o sic 05NO to 13.5 �a <Io a r iL rc N 2x4 P.T.-ATTACH W/ 1/470" TAPCONS 6" MAX, 4(1 1/4- MIN. EMBED) WALL ELEVATION FRAME WALL AT POCKET SGD BLOCK OPENING VENT. REIN F CONC. FILL® (2)10d NAILSCELL W/ O r O.G. 1- 9 64R El-1, 1/2' EXPAOLT O 24' O.C. VERT. (2 3/4- EMBED.) W/ 2" SO. WASHER USP SPT44 EACH SIDE W/6-16d NAILS IN STUD AND W/6-16d NAILS IN THE HEADER, 1090, PG.71 16d NAILS @ 16" O.C. EACH FACE SIMPSON 7SPH4' AT Ek STUD `4-ATTACH EXT. SHEATHING WALL PER TYP. TO STUDS/PLATES PER WALL SECTION STRUCTURAL NOTES AT EXr. FRAME WALL TO BLOCK WI PROVIDE 2x P.T. W/ BOLT 1/2' EXP. LT O 24" O.C. VERT. (2 3/4' EMBED.) W/ 2' SO. WASHERS PROVIDE 2 3/4' ,1c EDGE DISTANCE FOR BOLTS N SIMPSON 'SPHe AT Ek STUD EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPUCABLE TP ALL EXTERN FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN 2X DOUBLE TOP PLATE 16d NAILS @ 16" O.C. EACH FACE 2X JACK STUD PER SCHEDULE EACH SIDE 6" MAX • "6 IK OPENING `-2x4 P.T. FURRING ATTACH TO BILK. W/ 1/4"X3" TAPCONS ! (1 1/4" MIN. EMBED) io • J 6" MAX. DOUBLE HEADER W/1/2 " PLYWOOD CENTER PER SCHEDULE 2X KING STUD-TYP. 16d NAILS @ 16" O.C. EACH FACE USP-TDX6 p O© O�y C P.T. BOTTOM PLATE TYPICAL HEADER DETAIL FOR EXTERIOR WALLS, BEARING WALLS AND WINDOWS. HEADER SCHEDULE - ONE FLOOR ONLY OPENING SIZE HEADER SIZE # OF JACK STUDS UP TO 3'-6" 2 - 2"X6" W/1/2" 1 - EACH SIDE 3'-6" TO 4'-5" 2 - 2t'X8't W/1/2" 2 - EACH SIDE 4'-5" TO 5'-5" 2 - 2"X10" W/1/2" 2 - EACH SIDE 15-51t TO 6'-3" 2 - 2"X12" W/1/2" 2 - EACH SIDE REFER TO FBC 2010 FOR SPANS GREATER THAN ABOVE AND FOR 2 FLOORS. NAIL KNEE WALL TO TRUSS SOT. CHORD OR BLKG. W/ (3)10d TOE -NAILS SIMPSON 'LSTA24" STRAP WRAP OVER TOP/BOT. PLATE AT EA. STUD W/ (5)1Od NAILS EACH SIDE OF STUD - WDW. HEAD TO SIMPSON 1STA24' STRAP WRAP OVER TOP/BOT. PLATE AT EA. STUD W/ (5)1Od NAILS EACH SIDE OF STUD FRAME SILL KNEE WALL - NAIL KNEE WALL TO TRUSS SOT. CHORD OR BLKG. W/ (3)10d TOE -NAILS SIMPSON %STA24' STRAP WRAP OVER TOP/BOL PLATE AT EA. STUD W/ (5)1Od NAILS EACH SIDE OF STUD WDW. HEAD PERPENDICULAR/ANGLED TO TRUSSES -2X8 PLATE -CONNECT 2x6 OR 2x8 0 24" O.C. TO BLK. W/ (2)3/16 x3" TAPCONS O le O.C. KNEE WALL -NAIL EA PLATE TO STUD W/ (2)10d NAILS. O.S.B. SHEATHING W/ CONC. BLK. KNEE 8d NAILS O 6" D.C. WALL -FILL TOP COURSE W/ CONC. 5/8- EXP. BOLT (2 3/4" EMBED) 0 24. O.C.(2- SQ. WASHERS) MITERED GLASS DETAIL 1. GLASS AND FRAME DESIGNED TO MEET WALL COMPONENT WIND LOAD PRESSURE UP TO MAX. 26.9 PSF. 2. MAXIMUM GLASS PANEL WIDTH - 6'-0- MAXIMUM GLASS PANEL HEIGHT - W-W 3. CONTINUOUS SUPPORT REQUIRED AT TOP AND BOTTOM ONLY. ATTACH ANY SIDE WALL JAMB SIMILAR TO HEAD OR SILL DETAILS. 4. FRAME TO BE 4500 SERIES ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM BY ARCH ALUMINUM AND GLASS 00. r----2x4 VERT. AT EA. TRUSS OR 24' O.C. MAX. -CONNECT TO TRUSS TOP/SOT: CHORD W/ (4)IOd NAILS --2x4 BLKG. 0 24" O.C. "'�< STWN. TRUSSES -CONNECT TO TRUSS W/ (3)1Od NAILS i-MTS12 STRAP EA SIDE OF KNEE WALL (CONNECT TO ALIGNED STUD BELOW TRUSS OR BLKG.) ®� O S.B. SHEATHING W/ 8d NAILS 0 6" O.C. --2x6 OR 2x8 O 24" O.C. KNEE WALL -NAIL EA. PLATE TO STUD W/ (2)1Od NAILS. 1 3/4'x4" ALUM. ALLOY 6063 WINDOW FRAME W/ 3/8' TEMPERED GLASS PANELS SEALED AT JOINTS W/ CONT. 1/4- BEAD OF *GE SILICONE SEALANT" (SIL-PRUF)-ATTACH FRAME W/ #10 SCREWS O 16" O.C. -� BLOCK SILL KNEE WALL FASTENER SCHEDULE FOR BUILT UP STUD COLUMNS VERTICAL SPACING OF FASTENERS AT 16" O.G. STAGGERED UNLESS OTHERWISE NOTED STUD SIZE # OF NAILS PER ROW R OF PLYS 2 PLYS 3 PLYS 4 PLYS 24 1 10dX3L 2 x4L dx L 2x62 " " " IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER WITH 1 /2" LAG BOLTS AT 24" O.C. VERTICALLY THE WITH THE SAME NUMBER OF BOLTS PER ROW AS NAILS COMPONENT AND DESIGN WIND LOAD CLADDING PRESSURE MIN. (PSF) COMPONENT LOCATION COMPONET EFFECTNE AREA 10 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE> 10'-3O' S0.1 47.8 45.4 43.4 41.3 39.3 38.4 37.5 36.5 35.6 34.7 ROOF ANGLE> 30'-45' 30. 29.7 29.0 28.4 27.8 27.2 26.9 26.7 26.4 26.2 25.9 WALL 3,4.,4 1. 9. 7.4 2 9 PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE 1606.2B OF 2010 F.B.C. HEIGHTS 0 #2 STUDS STUD SIZE, MATL., AND O.C. SPACING MAX. HT. STUD SIZE, AND O.C.S MATL., ACING MAX. Hi. 2 4 SPF AT 16" O.Q. '-0" 2x PF AT 16" O.C. 1 '- " 2X4 SPF AT 12" O.C. 10'-0" 2X6 SPF AT 12" O.C. 16'-0" 2x4 SYP AT 16 O.C. 10'-9" 2x6 SYP AT 16" Q.C. 17'-0" PAT 12" ,- " 1 2x6 SYP AT " , " - FOR FRAME BEARING WALLS OVER 10- HIGH, PROVIDE SOLID 2x BLOCKING AT 4"-0" O.C. MAXIMUM - ALL EXTERIOR FRAME WALL STUDS OVER 9'-0" LONG TO BE #2 OR BETTER S-Y-P WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME SIZES NOTED ON PLANS TO SUPERCEDE VALUES SHOWN ON THIS SCHEDULE WALLS HEADER LOAD CONDITION ER SIZE 2 2x6 2 2x8 2 2x10 2 2x12 ROOF ONLY 4'- " 5 -4 6'-8" 8'-0" nd FLOOR ONLY 4'-0" 5'-0" 6'-8" 8,- „ 3 " d » i on f " ALL S I KU(: I UKAL HLAULKS I U tit f 1 UK tJtl I tK ALL NON-STRUCTURAL HEADERS HEM -FIR OR S-P-F OR BETTER ROOF TRUSSES OR 2x RAFTERS AT 24' O.C.- CONNECT Wf (2)16d MIN. COMMONS TOOE-NAI "SPH4" AT EA. STUD TO TOP PLA 2x CONT. STAGGERED MID -WALL BLOCKING (WALLS OVER 10' H.-- BLKG. AT -0' O.C. 2x 16" 'SPH4' AT EA. STUD TO SILL LED TO TOP PLATE STRAP A: SEE TRU rE I ( I/ PROVIDE -LSTAI AX.) HDR. STI (2) ST)RA ( I TSS RUSS 7 TOP OR STUDS O AND SOL O.C. I AT INTEF ON PLO LOADS C SLATE 1D" NUMBER TO PLAT MATCH I ABOVE ( PLAN FOR REQ'D EA. MEMBER S PLAN REFER TO HEADER SCHED. FOR SIZES "SPH4" AT 18" O.C. ACROSS HDR. SPAN STRAP 10SEAM 'S EA. SIDE IR MORE TRUSSES )PNG. ) PLATE ANCHOR, STUD TO SILL PLATE ANCHORS, IS TO SLAB NOT REQUIRED OR BEARING WALLS NOTED VLYS(NO SUPPORTING INUPLIFTLOADS OF `SPH4" STUD CONNECTORS TO UMBERS OF STRAPS PNG, 5/8" EXP. BOLTS 2 3%4'EMBED. AT 32" O.C. MAX. W/ 2" SO. W HERS-/ 1- M. FRAME BRIG. WALL TO SLAB CONNECTOR DETAIL PROVIDE "SPH6' STRAP AT 2X6 STUDS IN LIEU OF `SPH4' STRAPS 2-2x4 OR DBL Ix4 BUCK - CONNECT - BLOCK HEADER EA. TO BLOCK W/ 3/16'x3" TAPCON 40 (1 1/4" MIN. EMBEDMENT INTO BLK.) SOLID BLKG. AT TOP N_0� 8" BTWN. ARCH BLKG. & BUCK MAX. 2x4 45' DIAG. _8d NAILS 0 8" BRACE(S) Q.C. AT BUCK 7/16" O.S.B. BUILT UP PLWD. BUCK -SCRIBE ARCH PANEL (4)10d NAILS BACKSIDE TO FIT ARCH- INTO EA. 2x4 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW 2x4 SOLID BLKG. (FULL WIDTH OF ANCHOR INTO ARCH BLKG. WALL) BTWN. O.S.B. ARCH FACES W/ PER INSTALLATION DETAILS (2)10d NAILS THRU O.S.B. INTO EA 2x4 PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1 1/2" THK. OR MORE BUCK SECTION A -A WITHIN 8" MIN. OF START OF ARCH FRAME ARCH TOP DETAIL BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REWD. WHEN NO PLYWD. JOINT AT JAI+ SECTION A -A 3/16"x3" TAPCONS 2x4 45' DKG. BRACE AT EA. FACE OF ARCH W/ (2)10d NAILS AT EA. END PROVIDE TAPCON WITHIN e MIN. OF BRACE 2-2x4 OR DBL. 1x4 BUCK - CONNECT SECTION B-B BLOCK HEADER EA. TO BLOCK W/ 3/16"x3" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) PROVIDE 2x4 DIAL. BRACE STWN. VERT. BRACES WHEN HT. OF BRACE EXCEEDS 24' SOLID BLKG. AT TOP 2'-0` s" STWN. ARCH BLKG. & BUCK ROVIDE (2) MIN. �8d NAILS � 8" TAPCON AT EA. SIDE O.C. AT BUCK BUCK-(1) WITHIN 2x4 PERT. BRACE(S) 4" MIN. OF START 7/16. O.S.B. OF ARCH ARCH PANEL BUILT UP PLWD. BUCK -SCRIBE BACKSIDE TO FIT ARCH- 2x4 SOLID BLKG. START OF ARCH CONNECT W/ 8d NAILS OF yy�p � EQ. EQ. 4 MAX. RAD. BITWN. O.S.B. INSTALL WDW. SCREW ARCH FACES W/ 2x4 VERT. AT EA. FACE ANCHOR INTO ARCH BLKG. (2)10d NAILS THRU OF ARCH W/ (3)10d PER INSTALLATION DETAILS O.S.B. INTO EA. 2x4 NAILS AT EA. END SECTION B-B FRAME ELLIPSE ARCH TOP DETAIL BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS) CONNECT HANGER W/ (4)3/16'x1 3/4" TAPCONS INTO EA. BLOCK JAMB AND BILK. BLK. (4)16d NAILS INTO HEADER MB AMS N. I// 2x4 ACROSS FRONT (ALIGN EDGE2DISTCE EDGE iDISTANCE FLUSH W/ BLOCK FACE) CONNECT FOR ETAPCON FOR TAPCON TRANSOM WDW. W/ (2)10d NAILS 0 12. O.C. - (6" FROM EA. END) (2)2x6 HDR. INTERIOR CTR. ON JAMB EXTERIOR FACE FURR OUT AS REWD. DBL SINGLE HUNG FACE OR DOOR SIMSON "HUS26-2" HANGER -ORIENT HORIZONTAL OR VERTICAL 7'-0" MAX.. MASONRY OPENING WIDTH' (2)2x6 LAID FLAT -NAIL TOGETHER HANGER W/ HANGER W/ W/ (2)Sd NAILS 0 6' O.C. HORIZONTAL VERTICAL ORIENTATION ORIENTATION WOOD HEADER BTWN. WDWS. OR WDW./DOOR 1. MAXIMUM DESIGN PRESSURE 32.4 PSF FOR ANY DOOR OR WDW. 2. INSTALL WDW. AND DOOR SCREW ANCHORS INTO HEADER PER WDW. OR DOOR INSTALLATION DETAILS. ROOF TRUSS OR 2x4 BLKG. CONC. 0 24" O.C. BTWN. TRUSSES BLK. O.S.B. SHEATHING W/ WALL 8d NAILS 0 6" O.C.- 2x4 BLKG. 0 24" O.C. 2x4 CONT. W/ (2)1 Gd (2)10d AT EA 2x4 AT EA. TRUSS OR BLKG. 2X4 P.T. 0 2e O.C. 2x6 OR 2" 10d 0 12 O.C. 2x4 P.T. CONT. W/ 3/16"x3" MIN. TAPCONS 2x4 P.T. CONT. W/ 16' Q.C. 3/16'x3" MIN. TAPCONS O.S.B. SHEATHING W/ 16" O.C. CONC. 8d NAILS 0 6" O.C. " 1Od 0 12 2x4 P.T. W/ (2)10d BLK. O.C. HARD CASE SPIRAL (2)10d AT EA. 2x4 2x6 OR 2x8 WALL CONT. NAILS 0 24" O.C. HEAD JAMB POCKET SGD HEAD/JAMB DETAIL LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPENINGS 8'-0- MAX. SPAN W/O 2x4 VERTICAE BLKG. 2x6 VALLEY RAFTERS 20 COLLAR TIE IN UPPER 3RD OF ROOF (4)16d HT. AT EVERY 3RD NAILS PAIR OF RAFTERS MTS12 2x4 VERT. 0 MTS12 STRAP 8'-0- O.C. MAX. (ONLY STRAP AT SPANS > 8'-0") 2x4 BLKG. AT VALLEY RAFTER BRG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRAMING DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP DO NOT SCALE DRAWINGS The contractor stroll verify all plans and existing dimensions and conditions an the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Emails: rroberts.egi®gmail.com trautwein_clem@outlook.co SEE NOTES I ft .I J I I I I I 1 { w F-- i 0 1 z I I I wI 01 z1 1 I �' I I I i ' tW I I I I 1 1 1 111 11 li I !11 Ii II 1 » II 11 , I iil `t ii ii `I III SEEi NOTES III a�a_=aa A.LL_�-_-_-------_�.�-�_=-a____- ® a-----aamamma tl x a ----- WINDOW INSTALLATION DETAIL NTS NUAIR WINDOWS: (800) 282-6627 TAMPA. FLORIDA INSTALLATION NOTES FOR NON -IMPACT, FIN, SINGLE HUNG WINDOWS IN WIND ZONES OF 150 MPH OR LESS (PER FBC 2001). WINDOW INSTALLATION: INSTALLATION FASTENERS FOR WINDOWS SHOULD BE A MINIMUM 1-1/2", 4d NAILS OR #6 x 1-1/2" DRYWALL SCREW, WITH AN EMBEDMENT OF AT LEAST 1 1 /2". FASTENERS SHOULD BE LOCATED AT A MINIMUM OF 4" FROM EACH CORNER AND 18" O.C. FOR SCREWS AND 9" O.C. FOR NAILS. IT IS RECOMMENDED THAT ALL SCREWS OR NAILS BE SEALED TO PREVENT INFILTRATION OF AIR AND WATER. PRODUCT MAY BE SHIMMED AS NECESSARY. WEATHERPROOFING: FLEXIBLE FLASHING SHOULD BE INSTALLED IN A WEATHER BOARD FASHION. THE TOP LAYER SHOULD OVERLAY ANY LAYER BENEATH IT. THE WEATHER RESISTANT BARRIER SHOULD THEN COVER THE FLEXIBLE FLASHING AT THE HEADER. THE APPLICATION OF THE WEATHER RESISTANT BARRIER WILL VARY BASED ON WHEN IT IS INSTALLED. IF IT IS INSTALLED AFTER THE WINDOW, IT SHOULD BE TUCKED UNDER THE SILL FLASHING AND OVERLAP THE JAMBS AND HEAD FLASHING. 4' 4' . J ZONE 1 - USE 8d NAILS 0 12" O.C. (FIELD) 6" O.C. (EDGE) ZONE 2 - USE 8d NAILS ® 6" O.C. (FIELD & EDGE) OZONE 3 - USE 8d NAILS 0 4" O.C. (FIELD & EDGE) ROOF NAM.�VGM PATTERN FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINIUM OR GALV. METAL MATERIAL CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX f Digitally signed by f William H Roberts, PE I � i DN: cn=William H f H,` Roberts, PE, o=EG1, a •�`GENs°•:��� ou=Engineering, No.42712 = email=rroberts.e I • STATE OF : ,• mail•com c=US 0 R �DP�\� . Date; 2013.09.01 rr's ` /QNA1.. % �,," 1 6:54:58-04'00' 1 nCmr.01 �crtiit. THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1808 James Redman Parkway No, 306 Plant City, Florida 33563 P.E. #42712 8-26-13 TEL (813) 334-0271 DATE m CA #29098 (NOT VAUD WITHOUT FOR SEAL OR STAMP) d ��NHNON MENNEN ■N ■E Ell �I • • • DItA11N CLEM TRAUTWEIN SCI NTS CHRCnD & APPROVED CET 8-22-13 C13542 SHEET12 OF 14 JIMBERLINEUltra SELECT IMBERLINF/1 SHINGLES Timberline Series shingles come in either 36" (914mm) or 36 15/16" (938mm) lengths, depending on shingle brand. Application instructions apply to both. These shingles must be nailed a normal 5-5/8" shim from bottom of shingles, as shown, to allow for penetration through the double ply area just above the tabs. Nails should remain unexposed. SHINGLES IIMBERLINE30 SHINGLES APPLICATION INSTURCTIONS 36" (914MM) 11 i 2" 292MM 12 1 2 318MM 1 "(25mm)— 1 1/2"(38mm) 1 %25mm)— 1 1 /2"(38mm 12" (304mm) 5-5/S" LANDNOMINAL UNEXPOSED THROUGH BOTH LAYERSEl 7 Standard Nailing Pattern — Four Nails Per Shingle 8" (203mm)— 9" (229mm) le (356mm) 15" (381mm) i, 1 "(25mm)— 1 1/2"(38mm) 1 "(25mm)— 1 1 50MINAL1UN M) NOMINAL UNEXPOSED AND THROUGH V— Nail Guide Line GENERAL INSTRUCTIONS: * ROOF DECKS: For use on new or reroofing work over well —seasoned, supported wood deck, tightly—oonstructed with maximum 6" (152mm) wide lumber, having adequate nail —holding capacity and smooth surface. Plywood decking as recommended The Engineered Wood Assn. is acceptable. Plyywood decks for Class A in must be 3/8 " (10mm) thick or greater with UNDERLAYMENTS as noted below. Shingles must NOT be fastened directly to insulation or insulated deck unless authorized in writing by GAF Notarial Corporation. Roof decks and existing surfacing material must be DRY prior to application of shingles. * UNDERLAYMENT: Underlayment beneath shingles has many benefits, including preventing wind driven rain from reaching the interior of the building and preventing sop in some wood decking from reacting with asphalt shingles. Underloyment is also required by many code bodies. Consult your local building department for its requirements. Where an underloyment is to be installed, a breather --type underloyment such as GAFMC's Shingle —Mate underlayment is recommended. Underlayment must be installed flat, without wrinkles. * FASTENERS: Use of nails is recommended. Use only zinc coated steel or aluminum 10-12 gouge barbed, deformed or smooth shank roofing nails with heads 3/8* 10mm) to 7 1 e(12mm) in diamenter. Fasteners should be long enough to penetrate at least /4" (19mm)/ into wood decks or just through the plywood decks. Fasteners must be driven flush with the surface of the shingle. Over driving will damage the shingle. Raised fasteners will interfere with the searing of the shin lee. For normal installation, four fasteners must be installed per shingle, a normal 5-5/8" (143mm3 up form the bottom of the shingle, to peretrate both layers of the shingle. Fasteners must be instolled approximately 1*-1 1 /2 (25-38mm) and 11-1 /2" to 12 1 /2 (292-318mm) from each side. • WIND RESISTANCE: These shingles have a special thermal sealant that firmly bonds the shingles together after application when exposed to sun and warm temperatures. Shingles installed in Fall or Winter may not seal until the following Soring. If shingles are damaged by wind before sealing or are not exposed to adequate surface temperatures, or the self —sealant gets dirty, the shingles may never seal. Underlayment: Standard Slope-4/12 (333mm/m) or more APPLICATION OF UNDERLAYMENT: Cover deck with one layer of underlayment installed without Y Y wrinkles. Use only enough nails to hold underloyment in lace until covered withshingles. APPLICATION OF EAVE FLASHING: Install save flashing such as GAF Materials Corporation Weather Watch or StormGuord Look Barrier in localities where leaks may be caused by water backing up behind ice or debris dame. Eave flashing must overhang the roof by 3/8 (10mm) and extend 24" (810mm) beyond the Inside wall One. 4' (to2mmj� 1 3a5mm) Minimum elopes. For lower skips see box la, e 38" lgl4mm) — m Starter Course Apply as shown Start at either rake and lay in either direction Non —corroding Metal Drip Cap For maximum wind resistance along rakes, cement shingles to unddeerloyment and each other inn a r4�(1D2mm) width cem*m —3/8` Roof overhang 2' (51mm) side Lap 4' (102mm) Fled Lap Al anon r ear &geeM 0 L Pie shingles 3/8' (10mm) ova edge and rake edges to provide drip edge Trkn tabs off all starter course shingle, ifia place and nail as shown. 3' to 4' (78mm to Trim e" (152mm102mm) from save from and of first ehinole --�/ Second Course Start and continue second course as shown. Trim 6" (152mm) from the end of the shingle. Position the shingles in the second and subsequent courses flush with the tops of the wide cutouts. This results in a 5" (127mm) exposure. Continue with full width shingles across the roof. Strike a chalk line about every 6 courses to check parallel alignment with eaves. NOTE: Shingles may be laid from either left or right hand side. Start at either rake edge with shingles having 6" (152mm) trimmed from roke. TRi�nglos e (152mm) Six Nail Pattern Failure to seal under these circumstances results from the nature of self—sealing shingles and is not a manufacturing defect.. To insure immediate sealing apply 4 quater—sized dabs of shingle tab adhesive on the back of the shingle 'l (25mm) and 13 (330mm) in from each side and 1 (25mm) up from the bottom of the shingle. The shingle must be pressed firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to underlayment and each other in a 4" (102mm) width of asphalt plastic roof cement. NOTE: Application of excess tab adhesive can cause blistering of the shingle. The film stripes on the back of each shingle are to prevent sticking together of the shingles while in the bundle. Their removal in NOT required during application. * CANADIAN COLD WEATHER APPLICATION: CSA 123.5—m90 mandates that shingles applied between September 1 and April 30 she# be adhered with a compatible field —applied adhesive. See Wind Resistant for GAF Materials Corporation's recommendations for the application of thAT adhesive. * MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than 21" (1750mm) per foot (DO NOT use on vertical side walls), shingle sealing must be enhanced by hand sealing. After fastening the shingle in place, apply 4 quarter size dabs of shingle tab adhesive as indicated in Wind Resistant above. The shingle must be pressed firmly into the adhesive. * EXPOSURE: 5" (127mm) * THROUGH VENTILATION: All roof structures must be provided with through ventilation to prevent entrapment of moisture laden air behind roof sheathing. Proper ventilation is also necessary to help prevent mold growth. Ventilation provisions must at least meet or exceed current F.H.A., M.U.D. or local code minimum requirements. * NON -CORRODING METAL DRIP EDGES: Recommended along rake and gave edges on all decks, ss ecially plywood decks. * ASPHALT PLASTIC CEMENT: For use as shingle tab adhesive. Must conform to ASTM D4586 Type I OR 11. la Underlayment: Low Slope-2/12-4/12 (1 B7mm-333mm/m) APPLICATION OF UNDERLAYMENT AND EAVE FLASHING: Completely cover the deck with two layers of underlayment as shown. Use only enough nails to hold underlayment in place until covered by shingles. Use blind nailing for save fleshings. At eaves and where ice dams can be expected, use one layer of GAF Materials Corporation Weather Watch or StormGuard Leak Barrier. Eave flashing must overhang the roof edge by 3/8" (10mm) and extend 24" (610mm) beyond the inside wall fine. Where ice dams or debris dams are not expected, install 2 plies of Shingle — Mate undericyment. t� 4 Low slope (51mm to ta2mm) `� 12 3osrrn,ij wTd IA�rrmta Rake drip 3/8' (10mm) Roof We � tc h Look Border .`too .) to rovide doirptile coverage drip edge First Course 3 Start and continue with full shingles laid flush with the starter course. Shingles m be n s fig fig may laid from left to right or right to left. DO NOT key shingles straight up the roof since this procedure can cause an incorrect color blend on the roof and may damage the shingles. Place.hin es dap but don't crowd „ EMMA 0 Continue first cause with whole shingles Start first course with whole shkigle Pkxxd 3/8' (10 mm) over save and rare edges to provide drip edge Third Course Trim 11" (279mm) from the first shingle in the course, then continue with full shingles nernec the mnf 04A, Tiftnmed shingiee Ft& shingle I fj , �,*4�xeiilrrrt:r.e No.42712 •i STATE OF [r Digitally signed by William H Roberts, PE DN: cnWilliam H Roberts, PE, o=EGI, a =Engineering, email=rroberts.egi @gmail.corn, c=us Date: 2013.09.01 16:55:43-04'00' Fourth Course and Remaining Courses Trim 17" (432mm) from first shingle in the course, then continue with full shingles across the roof. Fifth and subsequent courses repeat full shingle instructions from Step 3. and Course Wall Flashing (Sloped Roof to Vertical Wall) 5' (127mm) ____ siding ( t%no Dods, not to vertlad side wall) bll w��e�aofi� ae tmaNit�il. Roofing cement —Pooft cement Valley Construction —Closed Gut Valley center line tr( cents aft and of in �drall.yirFs} �trnum Precautionary Notes: Timberline Series shingle's are fiberglass, self—sealing asphalt shing les. Because of the natural characteristics of the high quality waterproofing material used, these shingles will be stiff in cold weather and flexible In hot weather. 1. Do fiat drop bundles on edge, over the ridge or on other bundles to separate shingles. 2. Handle carefully. Shingles con easily be broken in cold weather or their edges damaged in hot weather. 3. All exposed material must be of Class A type. 4. Store in a covered, ventilated area —maximum temperature 110'f (43 e). Store on flat surface and use weight equalization boards if poliets are to be double stacked. Shingles must be protected from weather when stored at job site. Do not store near steam pipes, radiators, etc., or in sunlight. All rolled product must be stored on ends. 5. If shingles are to be applied during PROLONGED COLD periods or in areas where airborne dust or sand can be expected before sealing occurs, the shingles MUST be hand seated. See Wind Resistant instructions. IMPORTANT: Repair leaks promptly to avoid adverse effects, including mold growth. Specifications for Timberline Ultra: * 40 Year Ltd. Transferable Warranty * 80 mph Ltd. Wind Warranty * Fiberglass Asphalt Shingle * Class A rating from UL * Posses UL 997 Wind Test * CSA A123.5-M90 and CSA A123.5-98 * ASTM D3018 Type 1 * ASTM D3161 type 1 * ASTM D3462* * Dade County Approvoed * Meets Wisconsin Administrative Code * Approx. 64 Pieces/Sq. (Metric) * 4 B ndles/Squaref {Engrish) * Approx. 256 Nail/Sq. (Metric) * Approx. 320 Nails/Sq. (English) * 5 5/8" Exposure (Metric) * 5" Exposure (English) * Product is manufactured to meet or exceed ASTM D3462; values from subsequent testing may vary depending on storage conditions. 7 Hip and Ridge For single layer application, use hip and ridge shingles and apply as shown. To enhance appearance, use GAF TIMBERTEX or a double layer application of Universal Hip & Ridge. (One bundle of TIMBERTEX Hip & ridge covers 20 lineal ft. — 6.1 meters,) For double application, start with triple thickness of precut Hip & Ridge shingles and continue remainder wish double thickness. Fasten in some manner as single application shown. Apply tops away from prevailing wand direction. 8' (203mm) exPare Bend w ",Mc Shi e aver N or flail 9` Noll 5-5/8" ((1�F3mm} Ttrp�25mmq from .dg. from bottom find 1'(25mm) from edge (� Chimney Flashing owe. Valley Construction —Open Center foil width roll of weathar watch or t52rreia}�erb i in Re —Roofing: If old asphalt shingles are to remain in place, nail down or cut away all loose, curled or lifted shingles; replace with new, and just before applying the new roofing, sweep the surface clean of all loose debris. Since any irregularities may show through the new shingles, be sure the underiay'ing shingles provide a smooth surface. Fasteners must be of sufficient length to penetrate the wood deck at least 3/4" (19mm) or just through plywood. Follow other above instructions for application. NOTE: Shingles can be applied over wood shingles when precautions have been taken to provide an acceptable smooth surface. This includes cutting back old shingles at eaves and rakes and installing new wood edgin strips as needed. Make surface smooth and use beveled wood strips if necessary. Install 30 underlayment to maintain Close A rating. This product is sold with a LIMITED WARRANTY only. A copy of the LIMITED WARRANTY stating its terms and restrictions is printed on the product wrapper or may be obtained from the distributor of this product or directly from GAF Material Corporation. Any deception from printed instructions shall be the responsibility of applicator and/or specifier. Specifications for Timberline 40: * 40 Year Ltd. Transferable Warranty * Smart Choice Protection for the first 5 years * 80 mph Ltd. Wind Warranty * Fiberglass Asphalt Shingle * Class A rating from UL * Algae — Eater Protection available in certain areas (check sample board details) * Passes UL 997 Wind Test * CSA A123.5—M90 and CSA A123.5-98 * ASTM D3018 Type 1 * ASTM D3161 type 1 * ASTM D3462* * Dade County Approval (Tampa only) * Meets Wisconsin Administrative Code * Approx. 64 Pieces/Sq. Metric) * Approx. 78 Pieoes/Sq. �Engllsh) * 4 Bundles/Square * Approx. 256 Noil/Sq. (Metric) * Approx. 320 Nails/Sq. (English) * 5 5/8" Exposure (Metric) * 5" Exposure (English) * Product is manufactured to meet or exceed ASTM D3462; values from subsequent testing may vary depending on storage conditions. Specifications for Timberline 30: * 30 Year Ltd. Transferable Warranty * Smart Choice Protection for the first 5 years * 70 mph Ltd. Wind Warranty * Fiberglass Asphalt Shingle * Class A rating from UL * Algae — Eater Protection available in certain areas (check sample board details) * Posses UL 997 Wind Test * CSA A123.5—M90 and CSA A123.5-98 * ASTM D3018 Type 1 * ASTM D3161 type 1 * ASTM D3462* * Meets Wisconsin Administrative Code * Approx. 64 Pieoes/Sq. (Metric) * Approx. 78 Pieces/Sq. (English) * 3 Bundles/Square * Approx. 264 Nail/Sq. (Metric) * Approx 312 Nails/Sq. (English) * 5 5/8" Exposure (Metric) * 5" Exposure (English) * Product is manufactured to meet or exceed ASTM D3462; values from subsequent testing may vary depending on storage conditions. x a ■o �. r r .■ 4b T ■� ■r' �. �■ _ 10i ■� ■o ■� ,� OM sly 1 � 101 ■ �■ II 1010101111 MEMO MEN 1010001 • �I J DRAWN CLEM TRAUTWEIN SCALM NTS CHECKED & APPROVED CET 8-22-13 C13542 SHEET13 OF 14 � _ _ = T _ 4 _ • III �� ■� ' ■M ■E ■E ■� 00 �� No ON �■ ■E M� ■r No No ®r ■■ ■■ ■m■m■■■. = � � � IN�0 IS 1N .lIN �■ �® ail ��I� ■ vmmomm i s i i • 1 i J rDMUtAVWN CLEM TRAUTWEIN SCAM NTS CHRCnn & "PROM CET 8-22-13 C13542 SHEET14 OF' 4