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HomeMy WebLinkAbout5430 16th StLj CODES: FLORIDA RESIDENTIAL CODE, FLORIDA BUILDING CODE, 5TH EDITI❑N 2014 C❑NSTRUCTI❑N TYPE1 5-B BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-11) SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301) BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11) NATI❑NAL DESIGN SPECIFICATI❑NS FOR WOOD C❑NSTRUCTI❑N, LATEST EDITI❑N APA PLYWOOD DESIGN SPECIFICATI❑N GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES G❑VERNING EACH TRADE, SYMBOL DESCRIPTION SWITCH &FI 110 V RECEPTICLE — GROUND FAULT �� LIGHT FIXTURE — WALL OR CEILING (TYP) ELECTRICAL PLAN 1/2" OR 7/16" PLYW OR ❑SB MIN, PLYWOOD SHEATING NAILED W/8cd COMMON NAILS @ 4" D.C. B❑UNDARIES, 6 ❑,C, EDGES, AND 12" D.C. FIELD WITH DUTCH LAP SIDING 2" X 4" PT BOTTOM PLATE WITH 1/2" X 7" WEDGE ANCHORS W/3"X3"X3/16" PLATE WASHER (TYP) @ 24" ❑.C, 12" TYPICAL 2X4 STUD WALL @ 16" D.C. 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED S❑IL, VAPOR BARRI❑R MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED CLEAN COMPACT TERMITE TREATED S❑IL �— 20"H X 12"W M❑N❑LITHIC SLAB W/(2) #5 REBAR C❑NTINI❑US ON CHAIRS BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE WALL SUCTION am JOB DESCRIPTION: 4 24 X,' X8 u FLOOR PLAN 5' X4' C❑NC SLAB 3068 1/2" X 7" WEDGE ANCHORS W/3"X3"X3/16" PLATE WASHER (TYP) @ 24" ❑.C. SECURE SILL PLATE AT L❑CATI❑NS SHOWN I TNDI ❑PENINGSLL CORNERS I:1413=11=0014391=0 J 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED S❑IL. VAPOR BARRI❑R MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 20"H X 12"W M❑N❑LITHIC SLAB W/(2) #5 REBAR C❑NTINI❑US ON CHAIRS BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE ------------I 0 GARAGE EPHIY HH S CITY., ©� � ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS ORDINANCES FOUNDATION PLAN RICK GOLLHARDT - DRAFTSMAN I hereby certify that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W. Smith, P.E. #53608 12 TRUSS LAYOUT UPLIFT CONNECTI❑N - SIMPS❑N STR❑NG-TIE FRAME APPLICATIONS MARK CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPROVAL # A H10A 1140 590 9-8d X 1-1/2' 10446 N❑TEi CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION 2"x4'x8' C❑NTINUI❑US LATERAL BRACES (@ 4' ❑„C. MAX ) AT BOTH GABLE ENDS KIATi_ED T❑ B❑TT❑M CH❑RD ❑F TRUSSES (2 EA) 10ol NAILS r TRUSS A 2X4GABLE END BRACING 2' 2X8 TOP CHORD 2X8 BOTTOM CHORD LEGEND H10A 0'-4 IF L 4 In I TRUSS A- > PRE-ENGINEERED' Tom ' "" ,T.,M \ 25 YEAR WARRANTED FIBERGLASS SHIN ON 1/2" CDX PLYWOOD OR ❑SB (TYP) SIMPS❑N H10A (1140# UPLIFT) 2X4 WOOD SUB FASCIA WITH ALUMINUM FASCIA AND DRIP EDGE (2) 2"X4" TOP PLATE (C❑NT) ALUMINUM S❑FFIT 2X4 STUD WALL @ 16" D.C. WITH 1/2" CDX OR ❑SB WP SHEATHING NAILED 3" ❑.C, ON TOP AND BOTTOM PLATE AND 6" ❑,C, ON STUDS, USE TYVEK OR EQUAL HOUSE AND SIDING OR WIRE LATH AND STUCCO, ❑PTI❑NAL 5/8" DENS -GLASS SHEATHING 2" X 4" PT BOTTOM PLATE W/ 1/2"X7" WEDGE ANCHORS AT 24" D.C. MAX 2"x4'x8' CONTINUI❑US LATERAL BRACES /T (@ 4' ❑„C. MAX) AT BOTH GABLE ENDS NAILED TO BOTTOM CHORD OF TRUSSES W/ (2 EA) 10d NAILS 7.2 12 U TYPICAL WALL SECTION 2X4 ANGLE BRACING AT 48' O.C. ALONG - GABLE END NAIL ENDS TO 2X4 BL❑CKING WITH (2) 16d TOE NAILS. 2X4 WEB BLOCKS NAILED BETWEEN WEBS WITH (2) 16d NAILS EACH END WITH (6) 16d NAILS AT EACH END NAIL TO 2X4 2X4 NAILER ATTACHED TO BOTTOM J CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 12d COMMON NAILS AT EACH UPRIGHT MEMBER OF GABLE I'x8' C❑NTINUI❑US LATERAL BRACES V ❑„C. MAX ) AT BOTH GABLE ENDS _ED TO BOTTOM CHORD OF TRUSSES (2 EA) 10d NAILS INCRETE (3000PSI) WITH #10 MESH ON 6 MIL POLY IR BARRIER OVER CLEAN 'ACTED P❑IS❑N TREATED VAPOR BARRI❑R TRIAL TO BE LAPPED TH SEAMS TAPED RMESH CAN BE SUBSTITUED EAN COMPACT TERMITE TREATED S❑IL `W X 12"W M❑N❑LITHIC SLAB W/(2) ifJ REBAR C❑NTINI❑US ❑N CHAIRS BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE GABLE TRUSS BRACING PER TRUSS COMPANY � MAX. 24' OVERHANG 2X4 ❑UTRIGGERS AT 24' O.C. CONNECT ❑UTRIGGERS TO GABLE WITH SIMPS❑N H2.5 'L' BRACING TO EXTEND AT LEASE 90% 19 OF WEB LENGTH (SEE TABLE ABOVE) STEP DOWN GABLE TRUSS WITH ONE LAYER 1/2' CDX SHEATHING OR 7/16' ❑SB NAILED 4' O.C. WITH 8d COMMON NAILS. /-ATTACH BOTTOM CORD OF GABLE TRUSS TO 2X4 PLATE WITH 16d NAILS 6' O.C. GABLE END BRACING DETAIL v I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W. Smith, PE, #53608 ENGINEER LICENCE #53608 ENGINEERED WOOD TRUSSES @ 24' D.C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR ❑SB W/8d RING SHANK NAILS 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS FLASHING PER FBC-R 905 ENGINEERED ROOF TRUSSES @ 24' D.C. ATTACH WITH SIMPSON H1 RATED 585# UPLIFT. ATTACH PER MANUFACTURERS SPECS FL GABLE END BRACING (�22�0'HX 12'BWq M❑CN❑❑NLYTHIC SLAB ❑ l 1. #� 'S R&Aj0 TYPT. U.N.O. ATTACH SIMPS❑N SP2 RATED 1065# UPLIFT TO 2X4 STUD AND DOUBLE 2X4 TOP PLATE ATTACH PER MANUFACTURERS SPECIFICATI❑NS FL 10456 ATTACH SIMPS❑N LSTA9 RATED 740# UPLIFT TO 2X4 STUD AND DOUBLE 2X4 TOP PLATE ATTACH PER MANUFACTURERS SPECIFICATI❑NS FL 10852 GABLE END BRACING ENGINEERED WOOD TRUSSES @ 24' D.C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR ❑SB W/8d RING SHANK NA 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS, RIDGE VENT AS REQUIRED PER FBC R806 INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 ENGINEERED ROOF TRUSSES @ 24' D.C. ATTACH WITH SIMPS❑N H1 RATED 585# UPLIFT, ATTACH PER MANUFACTURERS SPECS FL ATTACH SIMPS❑N LSTA9 RATED 740# UPLIFT TO DOUBLE TOP PLATE AND 2X8 HEADER AT EACH 2X4 CRICKET C❑NNECTI❑NS ATTACH PER MANUFACTURERS SPECIFICATI❑NS FL 1MBE 2X8 HEADER WITH 1/2' PLYW SPLICE ATTACH SIMPS❑N LSTA9 RATED 740# UPLIFT I TO 2X4 STUD AND DOUBLE 2X4 TOP PLATE ATTACH PER MANUFACTURERS SPECIFICATIONFL S 7 rGLUED AND NAILED, STUD WALL @ 16' ❑.C, WITH OR 7/16' ❑SB OR EXTERI❑R PLYWOOD SHEATHING LED W/8d COMMON NAILS @ 4' D.C. INDARIES 6' ❑,C. EDGES, AND 12' D.C. FIELD •ACH DUTCH LAP SIDING PER MANUF, SPECS u------------------------- J� 2X4 PT BOTTOM PLATE ATTACHED TO ATTACH SIMPS❑N LSTA9 RATED 740# UPLIFT CONCRETE SLAB WITH 1/2'X7' WEDGE TO DOUBLE 2X4 TOP PLATE AND 2X6 HEADER ANCHORS @ 24' ❑.0 MAX ATTACH SIMPSON SP1 RATED 585# UPLIFT AT EACH 2X4 CRICKET CONNECTIONS TO 2X4 STUD AND 2X4 PT BOTTOM PLATE ATTACH PER MANUFACTURERS SPECIFICATI❑NS ATTACH PER MANUFACTURERS SPECIFICATI❑NS FL 10852 FL 10456 1 ATTACH SIMPS❑N LSTA9 RATED 740# UPLIFT TO 2X4 JACK STUD AND 2X4 PT BOTTOM PLATE ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10852 LEFT ELEVATION -ga 3 0' LEFT ELEVATION 7.2 12 16' ROLL UP GARAGE DOOR '- ATTACH SIMPS❑N LSTA9 RATED 740# UPLIFT TO 2X4 STUD AND 2X4 PT BOTTOM PLATE ATTACH PER MANUFACTURERS SPECIFICATI❑NS FL 10852 2X4 RPT BOTTOM PLATE ATTACHED TO ANCH❑RSE@S24B W CTMAX 2'X7' WEDGE FRONT ELEVATION L GABLE END BRACING 2x6 WOOD SUB WITH ALUMINUM SOFFIT AND FASCIA TRIM ATTACH SIMPS❑N SP2 RATED 1065# UPLIFT TO STUD WALL AND DOUBLE TOP PLATE ATTACH PER MANUFACTURERS SPECIFICATIONS ATTACH SIMPS❑N LSTA9 RATED 740# UPLIFT TO STUD WALL AND DOUBLE TOP PLATE ATTACH PER MANUFACTURERS SPECIFICATIONS GABLE END BRACING ATTACH SIMPS❑N H25A RATED 600# U DOUBLE 2X4 TOP PLATE AND 2X6 ROE ATTACH PER MANUFACTURERS SPECIFII FL 10456 ATTACH SIMPS❑N SP1 RATED 585# UPLIFT TO 2X4 STUD AND 2X4 PT BOTTOM PLATE ATTACH PER MANUFACTURERS SPECIFICATI FL 10456 2X4 PT BOTTOM PLATE ATTACHED TO ANCHORSE@S24B CTMAX 2'X7" WEDGE RIGHT ELEVATION IIILiLIG ELEVATION DET 1 i "I C5�5�- CD 16 ROLL UP GARAGE DOOR +21/-28 4' FRONT ELEVATION 0 0 RIGHT ELEVA TION ENGINEERED WOOD TRUSSES @ 24' D.C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR ❑SB W/8d RING SHANK NAILS 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS FLASHING PER FBC-R 905 ATTACH SIMPS❑N LSTA9 RATED 740# UPLIFT TO 2X4 STUD AND DOUBLE 2X4 TOP PLATE ATTACH PER MANUFACTURERS SPECIFICATI❑NS ATTACH SIMPS❑N SP2 RATED 1065# UPLIFT FL 10852 TO 2X4 STUD AND DOUBLE 2X4 TOP PLATE ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10456 7.2 2X4 STUD WALL @ 16' ❑,C, WITH LIFT 1/2' OR 7/16' ❑SB OR EXTERI❑R PLYWOOD SHEATHING RAFTER 12 NAILED W/8d COMMON NAILS @ 4' D.C. PTI❑NS BOUNDARIES 6' EDGES, AND MANU❑F,CSPECSD 2x8 WOOD SUB WITH ALUMINUM SOFFIT AND FASCIA TRIM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - - - - - - - -- - ATTACH SIMPSON SP1 RATED 585# UPLIFT TO 2X4 STUD AND 2X4 PT BOTTOM PLATE 2X4 PT BOTTOM PLATE ATTACHED T❑ ATTACH MANUFACTURERS SPECIFICATIONS ANCHRRSE@S24B WITH CTMAX 2'X7' WEDGE REAR ELEVATION REAR ELEVATION I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, P,E, #53608 FL # FL16905-R1 Application Type Affirmation oode Version 2014 Application Status Approved CDmments Archived Product Manufacturer ABTA DOOR CORPORATION Address/Phone/Email 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30 101 (770) 974-2600, Ext208 JFRENCH30ASTADOOR.COM Authorized Signature JAMES FRENCH JFRENCH3CgASTAD00R.C-OM Techn4cal Representative James French Address /Ptorie/Email po, box 42G acworth, GA J010 I jfrench3east3door.com Quality Assurance Representative John Truji 11 o AddrewfPhone/Em ai 1 4255 MrEver Industrial: Drive Acworth, GA 30101 (770)974-2600 Ext225 jtrujillocartadoor,com Category Exteriar Doors Subcate,Wy Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report --Hardocipy Received Florida Engineer or ArchitectName who developed the Joseph H . Dixon, Jr. PE. Evaluation Report Florida License PE-7168 Quality Assurance Entity NationA Acci-ed tab on and Management Institute Quality Assurance Contract Expiration Date 12f3l/2016 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy Received Cerfificate of Indeperidence 51-16905 RI COT Certificate oflaftedence-adf Referenced Standard and Year (of Standard) starkid Year ANSI/DASMA 108 200S ASTM E330 2002 Equivalence of Product. Standards Certified By Sections from the Code We I affirm that there are no changes in the new Florida Building Code which affect my product(s),and my product(s) are in compliance With the new Florida BuHding Code. Documentation from approved Evaluation or Validation Entity r. Yes No MIA FL16905 R1 C.GC 35010fself affift 16905.gd Product Approvar Method method I Opbon D Date Submitted 05/2G/2015 Date Vaii dated 0512012015 Date Pending FBC Approval Date Approved 05/21/2015 —Y gig. WA"Wr MAD RAW, L:2 19MMIM= a iris 'r FL # FL15036-RI Application Type Re -A si on Code Very on 2014 Appritation Status Approved Comments Archived Product Manufacturer 7herma-Tru Corporation Addrese/Phone/Em ai 1 118 industrial Ddve Sdqerton,.0fj43S17 (419) 298-1740 ridrw*_rvvbfdqconsdtan,t3.oam, Authonzed Signature Vivian Wnght ri Technic Relaresentative Addrese/Phore/lEm ai I Quality Assurance Representative Addres5lPhone/Em ai I Category Exterior Doors Subcategory swi nginq Extedor Door AsserribUss Compliance Method Evaluation Report firom a Florida Regi�Aered Ard-titecit or a Lizansed Florida Proftssicmf Engineer Evaluabon �Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P,E: dev,sloped the Eval uabon Report Ronda Li cans e PE-43409 Quali tV Assurance Ent ty National Accredtaton and Maria* rsnt lmfttute Quality Par"ance Contract Expiration Data 12/31/2DI8 Validated By, Ryan J. Kinq, P1, Vandatiori Checklist- Kard,--opyPeceived C8rtificata- of independence EL15236 R1 COI CERTIFICATE of`1NDEPENDENKE.pd P—aferaryced Standard and Year (of Standard) Standard YLI- ASIM D11929 19% ASIM D2S43 1999 ASTMD63S 2003, ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Flondatj rinsed Professional Engineer of Architect FLIS036 R1 EaLiv OF S€ ARDS. Sections from the Code Product Approval Method Method 100 on- 0 Date Submitted 01/2912015 Date Validated 02/0212015 Data Pending FB C Approval 02/04/2015 Date Approved 04/I5/2015 W" ftV-111 3 C 9) T T i k 'z Ar &Vr r. an 11 1111111111911 * ' F"EINAIM* 'rHERMA TRU POORS "CIGS-4c�c1raft / Classhc-craft Rusft ca"Olon" flSENGLAU DOO* W MING/ 0MWWG *ffCW-WFACr "3�*v 4 rkr "ev, M&6 ��%o M*k wwm�n aam aTwW ar mw4rq V� 0� M tw� g '"'I^ A= V IN IM. 34 Fly # Application Type Code, Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/E-mail Quality Assurance Representative. Address/Phone/Em ail Cateqory Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License; Qttaality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence: Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Fending FBC Approval Late Approved FL10124 RIS Revision. 2014 Approved r- GAF 1 Campus Drive Parisppany,.NJ 07054 (973)872-444421 1 i ndareithatrinity erd. cone Beth l+tcScsrley I indareithCrtrinityerd. corer Seth McSorrey (current): 1 Campus Drive Parsippany, NJ 070S4 (973) 872-4421 brit csor ley is-tgaf. cJom Roofinq Asphalt Shitagres Evaluation Report from a Florida Registered. Architect or:.a Licensed Florida Professional Engineer' Evaluation Report Har c e Hardcopy Received p PY Robert Nierninen PE-S 916 6 i UL LLC 11/21/201.5' Jahn W. Knezevich,, PE 3y Validation Checklist- H-Eardeoy Received FL10124_R1.S_COI_2015 01 COI_Nieminen.pdf' Standard year ASTM D3161 2009 ASTM 0-3462 2009' ASTM D71582008. TAS 107 199S Method 1 Option D 03/31/2015 04/08/2015 04112/2015 06123/2015. EXTEP:1'OF' : , It 1+34, € r .. .; a�f'U� try' 3 35r_"HPI T1"" STD'" T, VAI T #13 -ryEpOxFopp, #f W78. - E X, an) -z&2- d tVALUATIMAt, PORT GAY Evatuatibn 1361 AAl Road, BURMtV 7-3 P1~16 24-C d*,143 974E 1 1 f t�A11 KWIslaft it. SCM9 T hit >f4lua , R*p&t i 'iftutd eftw Rat 9N-3 Nhd Wig applicatio, wur $rw r Nl ie", 0ti+F "wo the nwitwiah it, State of MrAb. Tiotsubihittad hats loft, It ow-mwea ;T 9'ettart rtNramd � of ttR FloridaFtsid�ri� C, e ,8n noo m l ing Eh , izatililorit l voltsi4ln_ 'The prrtruds, ft5c6bed twhein have been daVIgn6d W eb " ty with the 2 y4 Flit ade kattibed, noted be 0MOUPTIONt ZAFA"hMtR66FShf"1ft 1 Wit th&h beef g5bar4 3.n, *e'ebtdart ' ,0wft U16 dkit r ' thb to-f6dited, Qodlky A"Lwartoa A"htV n jled: Fe r n, xk1'E2tNidEGt IdrMiW°Fa. T i'_..." unit utt l-: kafid € Oil:--. t-1, t,knt, A -- teen, n "r pr d1,ct(a) t+h�r��t��d ilnii � drt��ar�ri�sttn �: �€ ��P� Ft� of . n h � i mr4i t4"rat:: relate hprediwt tha - . A=aotewo of'41 'EvNewbior, Report by the rr&rr tt rH tvt s r rt, rat. &P new RnAtirt Wwtflii P.C:, if tt utt , _ to tc the otlatietwid Quality 5 xitYY (NaC➢bit Triraity'tER ¢RRUit pt A raw,0'4 ' thft 54 Hd otWvttot ddt e Codt cle- ET m The tvah-Ation P&ovd eriiwbt ' girtcaded by det wdtd9'TrInk-f I ce Evaligater t° wj, be is 0y ' in athoattiod4 litwabiet, U rjottie.h for the Eva a ti&N FAO , diAp*ad then i ' nhi be ire Nt ft andretyt- Ewsweymm Upon ftquast, a rosy of this rfn Report 9hall" e ptv0 d in tfm adar by the ft*AUfaftWAr, or itti deAfib6teet Aid tholP be AvWlbbld r ifitiptetaon at the jbb 104 at the r the SWdtlolt Official. 'Them Evaluafth PAPS tahki$dt, w,a Phgat- Y -W6019h 4.. m y... Rdbtirt]1.1101Nktnihea,, 11`eE� �'�r ,� ° ryp a 'aitier: r'sirsna lwe%Satsw f ft t-&vC++:A,dil GeDoiresar��r 0� 1., Tsars 0 Mow it if*A * ta;O t r4 444,4, 4 4 r' r*kit t6 %B4kr4'4 , rs I 18NN+CY4 T{^ARdIR. rr k"GE?7LKX. (Jii ill P.x/xP ' B K�'�'�tSB� :,r�$i�6A �:rEfeR�. 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ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS IF SECTION 1507. FBC, 2010 2 FOR ROOF SLOPES 2d2 U' TO 4.12 UNDERLAYMENT SHALL BE A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS. (SEE ABOVE) FBC 1507.3.8.1 3. FOR R13F SLOPES 4.12 OR GREATER UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS, STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAIR FBC 1507.3.8.2 4. DRIP EDGEi DRIP EDGE. SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM IF 2 INCHES EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES. DRIP EDGE SWILL BE 14ECFANICALLY FASTENED A MAXIMUM OF 12' IN CENTER, FBC 1507.3.8.3 ASPHALT CEMENT SW 13R IMV0M R❑❑FING APPLICATION 15B ASPHALT FELT UNDERLAYMENT METAL DRIP EDGE AT UNDERLAYMENT START THIRD COuISE WITH FULL STIR MINUS FAST TAB START SECRm LLIHRSE WITH FULL STRIP Im11US im To START FM COHDtSE WUTH FULL STRIP L ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION =7 FDC AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. ASPHALT SHINGLES SHALLBE USED ONLY OR ROOF SLOPES OF 212 OR GREATER. FOR ROOF SLOPES FRO14 212 UP TO 4d2 DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. 3. UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE 1 FBC 1507a 3 4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH AST" B225 OR ASTM 113462. FBC 15G7.3.4 3. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR DE INTERLOCKING, AND COMPLY WITH ASTM D225 OR ASTM D3462 FBC 1507- 5 6. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0405 INCH SHANK WITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (19MM) INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE NAILS SHALL PENETRATE THROUGH THE SHEATHING. FBC ISD7.3.6 7.. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH HOT LESS FOUR FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT IF ASPHALT SHINGLES SHALL CONFORM WITH ASTM B3161 (MODIFIED TO UO MPH) OR M-DC PA 107-93. FBC 1507.3.7 PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND MAXIMUM WIND LOAD RATING OF 130 MPH WITH FASTEST SPEED OF 110 15/32' CDX SHEATHING SHALL BE NAILED W/ 8d IRS NAILS @ 6' O.C. @ EDGES AND 8' O.C. MAX. IN THE FIELD. USE 1/2' STEEL PLYCLIPS. U i1 u u u u u u u. ul lu ,u II H II II II N II II II H I,I u n n n STEEL PLYCLIPS n n 11 n 8d RS NAILS (I n PLYWOOD NAIL PATTERN (ROOF)