Loading...
HomeMy WebLinkAbout5339 4th StENGINEER'S NOTES: 1. DESIGN WIND SPEED: 140 MPH Veit/ 108 MPH �sd, 3 sec gust 2. RISK CATEGORY PER Table 1604.5 : II 3. EXPOSURE CATEGORY = "B' 4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 (ENCLOSED BLDG) 5. COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-10: (ROOF) ZONE 1b: +11/-18 ZONE 2a: +12/-33 ZONE 3a: +12/-49 (WALLS) ZONE 4b: +20/-22 7nNli -A- r)n /_ 7F GENERAL NOTES CONSTRUCTION TYPE: 5-13 ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. ASCE 7-10 FLORIDA RESIDENTIAL CODE FBC—R , FLORIDA BUILDING CODE (FBC) 6th ed. 2017) INSTTUTE OF STEEL CONSTRUCTION, A,S AB3THSEDITIONDESIGN', BY THE AM RICAN "DESIGN SPECIFICATION FOR LIGHT MPAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. DESIGN : ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEM NT . PLYWOOD DESIGN SPECIFICATION S PECIFI ATI NS APA FLORIDA BUILDING CODE tBhCed. RESIDENTIIAL) AND ASCE 7-10 DEAD LOADS : UNIT WEIGHT OF SOIL, COMPACTED UNIT WEIGHT OF REINFORCED CONCRETE UNIT WEIGHT OF 8 C.M.U. BLOCK 1ST FLOOR SUPERIMPOSED LOAD UNIT WEIGHT OF 2x4 PARTITION WALLS UNIT WEIGHT OF 2x6 BEARING WALLS BALCONIES & DECKS TILE ROOF TOP CHORD BOTTOM CHORD SHINGLE ROOF TOP CHORD BOTTOM CHORD FLOOR TRUSSES LIVE LOADS : SIDEWALK AND DRIVEWAY LOAD GARAGE LOADS : PARTITIONED ROOMS BALCONY AND DECKS STAIRWAYS AND LANDINGS SLEEPING ROOMS FLOOR TRUSS TOP CHORD MINIMUM ROOF TRUSS 120 PCF 150 PCF 55 PSF 20 PSF 11 PSF 12 PSF 15 PSF 15 PSF 10 PSF 7 PSF 10 PSF 15 PSF 250 PSF 40 PSF 40 PSF 60 PSF—UNDER 100 sq. ft. 40 PSF 30 PSF 40 PSF TOP CHORD MINI UM 20 PSF BOTTOM CHORD ATTIC W/0 LIMITED STORAGE 10 PSF (NON —CONCURRENT) BOTTOM CHORD ATTIC W/ LIMITED STORAGE : 20 PSF RAILING LOADS : ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL FIELD DIMENSIONS. E L 1_�,_'V A T 10 1V 2 2' 2 0' 7' a LEFT ELEVA TIO 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 2017 6th David W. Smith, P.E. PROJECT SCOPE. 1. ADD 22 X24, NEW LIVING AREA BACK AREA ; A. KITCHEN, LIVING ROOM AND WOOD DECK 2. ADD 14'X27' NEW LIVING AREA RIGHT AREA A. MASTER BEDROOM, BATH AND CLOSET 3. CEILING HEIGHT OF NEW ADDITON TO BE 8'-0" A. EXISTING CEILING HEIGHT 7'-4" K SNA�.I- GO�tPNG r,DE vvOK BVILDti COGFS FL PECTR4C Cr NA�IOHECITY nF �FP!'Yf�NILI.N �� L• OPDINANGES Is ELEVATION TEMAI 2 � OF ��pNYRN1LL PAN U/ , 111 -1 L I I I I I I II- THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. ALL WINDOWS AND DOORS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS TO RESIST THE WIND LOADS INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR AIR AND WATER INTRUSION. FOR BUILD-UP DOORS WINDOWS OR ACCESSORIES PERMANENTLY ATTACHED THROUGH THE BODY OF �HE MATERIAL BEING FASTENED USE 10 WOOD SCREWS PENETRATING INTO THE ROUGH FRAMING MENBER AT LEAST 2" @ 12" N CENTER, OR MASONRY ATTACHMENTS USE 3/16" X 1" EMBEDMENT "TITAN" OR "TAPCON" HEX HEAD MASONRY ANCHORS © 12" ON CENTER. WINDOW AND DOOR MANUFACTURERS TO PROVIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND PRESSURE AND PROVIDE INSTALLATION INFORMATION WITH THEIR PRODUCTS. CONTRACTOR TO INSTALL WINDOWS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE BUILDING INSPECTOR. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED PROVIDE TEMPERED GLAZING IN ACCORDANCE WITH FBC FOR GLAZED, SLIDING, FIXED AND SWING DOORS. ALSO SHOWER ENCLOSURES AND ALL GLAZING WITH 24 OF ALL DOORS. ALL GLAZING 9.0 SQ FT OR GREATER, OR LESS THAN 18" A.F.F. SHALL BE TEMPERED. (FBC R308.4) ALL EGRESS WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.7 SQ. FT. (MIN OPENING SIZES = 2'-0" X 1'-8", SILL © 44" A.F.F. MAX) ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACCORDING TO THE FASTENERS SCHEDULE AND MANUFACTURERS SPECIFICATIONS. IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN. HURRICAN CLIPS ARE REQUIRED ON ALL TRUSSES AND RAFTERS. IF PLYWOOD OR OSB SHEATHING DOES NOT OVER TOP PLATE, HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES. UPLIFT PROTECTION: PLYWOOD OR OSB COVERING ENTIRE EXTERIOR OF HOME WITH NAILS SPACED 3" O.C. AT TOP AND BOTTOM, 6" O.C. ON EDGES AND THE REMAINDER AT 12" O.C. OR PLAYWOOD OR OSB AT CORNERS, WITH HURRICANE STRAPING ON EVERY EXTERIOR STUD, CRIPPLE, JACKSTUD ETC. AT TOP AND BOTTOM. NOTE: AREA'S LIVING (EXISTING) 600 FRONT PORCH (EXISTING) 208 FAMILY/KITCHEN 388 MASTER BEDROOM/BATH 380 DECK 140 TOTAL AREA UNDER ROOF 1716 S.F. R314.3.1 ALTERATIONS, REPAIRS AND ADDITIONS. WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. CONTRACTOR TO INSPECT AND INSURE THAT EXISTING HOUSE HAS SMOKE & CO DETECTORS AT EACH BEDROOM AND AND OUTSIDE BEDROOMS WITHIN 10 FEET OF SLEEPING AREAS TO BE IN COMPLIANCE PRODUCT CATEGORY MANUFACTURER SERIES QR MODEL # APPROVAL # FLA OR MIAMI APPROVAL VERSION EXTERIOR DOORS SWINGING JELD-WEN PREMIUM ATLANTIC VINYL 11109.2 FL 11109-R7 THERMA-TRU SMOOTH -STAR AND BENCHMARK 15225.2 FL 15225-R4 JELD-WEN PREMIUM ATLANTIC VINYL 11112.2 FL 11112-R5 JELD-WEN DESIGN PRO SMOOTH PRO 16674.1 FL 16674-R12 MASONITE FIBERGLASS 22363.6 FL 22363-R5 PGT FD-ALUM 253.4 FL 253-R19 SLIDING PGT SERIES 5570 251.10 FL 251-R31 JELD-WEN PREMIUM VINYL 12796.4 FL 12796-RB JELD-WEN PREMIUM VINYL 21705.3 FL 21705-R2 SECTIONAL ROLL UP CLOPAY 73, 75 9'2"-16'2" 16107.3 FL 16107-R10 73, 75 16'4"-18'2 16107.11 73. 75 UP TO 9'2" 16107.24 WINDOWS SINGLE DOUBLE HUNG JELD-WEN PREMIUM ATLANTIC VINYL 14095.1 FL 14095-R10 PGT SERIES 5500 239.7 FL 239-R26 MI WINDOWS & DOOR SERIES 185 17499.2 FL 17499-R5 HORIZONTAL SLIDER PGT HR-ALUM 242.3 FL 242-R25 MI WINDOWS & DOOR SERIES 188 15351.3 FL 15351-R7 JELD-WEN PREMIUM VINYL 22368.1 FL 22368-R3 FIXED PGT PW-ALUM 243.9 FL 243-R21 MI WINDOWS & DOOR SERIES 185 15349.5 FL 15349-R12 MILLION PGT SERIES 5500 261.1 FL 261-R1 1 MI WINDOWS & DOOR SERIES 5764 15353.2 FL 15353-R4 JELD-WEN MILLIONS 15861.1 FL 15861-R8 PANEL WALL SIDING KAYCAN SIDING 16299.2 FL 16299-R4 JAMES HARDIE 13192.2 FL 13192-R5 SOFFITS KAYCAN SOFFIT 16503.3 FL 16503-R3 ALSIDE SOLID AND VENTED SOFFIT 15272.1 FL 15272-R2 JAMES HARDIE SOFFIT 13265.1 FL 13265-R3 ROOFING FL 15272-R2 ASPHALT SHINGLES GAF SHINGLES 10124.1 FL 10124-R22 IKO SHINGLES 15550.4 FL 15550-R6 TAMKO SHINGLES 18355.1 FL 18355-R4 TPO GAF SINGLE PLY ROOF SYSTEMS 16730.1 FL 16730-R23 UNDERLAYMENT TAMKO 15# FELT 12328.6 FL 12328-R8 30# ELT 12328.7 GAF UNDERLAYMENT 10626.1 FL 10626-R15 ROOF VENTILATORS THOMPSON ARCH METAL OFF RIDGE VENT 16918.2 FL 16918-R2 FLORIDA METAL PROD. VENT RV10 21580.3 FL 21580-R1 LOMANCO DA-4 EXHAUST FAN 17202.1 FL 17202-R4 STORM PANELS GLOBAL PROTECTION PROD GALV STEEL STORM PANELS 15076.1 FL 15076-R5 15076.2 STRUCTURAL COMPONENTS CAST-CRETE USA CONCRETE LINTELS 158.1 FL 158-R7 COMMERCIAL CONCRETE PRODUCTS CONCRETE LINTELS 1774.1 FL 1774-R4 MARION MASONRY MATERIALS CONCRETE LINTELS 12193.1 FL 12193-R3 CONCRETE PRECAST PRODUCTS CONCRETE LINTELS 15148.1 FL 15148-R2 LOTT'S CONCRETE PRODUCTS CONCRETE LINTELS 17867.1 FL 17867-R1 EXISTING CEILING IS 7'-4" CEILING HEIGHT 8' NEW ADDITION 0V) z(/) F77 L.LJ V)Q:� X0 wW CD z X LiJ hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 24' 4" SH24 ,_8„ 29'-8" FL0011' PL-"- I 9 �`_ �� �.• ..+ a 11111-*� ••_ s.�r aA � � • No.536 STA p i : !: 0 •L 00 A L E� MONTEALEGRE WILMAN 5339 4TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE:813-469-8289 E-MAIL: dwsflpe@earthllnk,net RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay. rr. com FLOOR PLAN SHEET OF 2 OF 7 SCALE DATE JOB NO, Do NOT SCALE 10 MAR 2020 DESIGN/DRAWN CHECKED 2020-1 1 12 R. COLLHARDT D.W.S.,p.e. ENGINEER LICENCE #53608 I I I - I I --IL i --.- I I___j I IIILi 1 A.L. .__ — 20"X20"X20" CONCRETE PIER WITH ---- A� (4) #5 REBAR REINF. MAT CRISS—CROSS I:. I X16 CONCRETE BLOCK COLUMN WITH 00 1 1 �2) #5 REBAR VERTICAL REINF. i I I I 1,-8„ -,-- 2X8 PT BOARD FASTEN TO CONCRETE BLOCK I'1(-111r]1 r F)_r I-)V1r) nrnIAArTrn nrAAA 1A/ITLJ J 010 1'-8" W 0 w_ �16 CONCRETE BLOCK COLUMN WITH 2) #5 REBAR VERTICAL REINF. 20"X20"X20" CONCRETE PIER WITH (4) #5 REBAR REINF. MAT CRISS—CROSS Win,% 111 !1111 1 1 1 GLUED 16" 0. C. 1 WI TH �ANUF. \IDS � WI TH D GLUED -'LA-17* FLOOR JOIST -tF-/ SCALE 1 /2"=1'-0" hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 17'-8" ,_4„ JL___J I L J L H J " '-10, ,-6" ,-8" t I I I I L__J L__J QOA/116 CONCRETE BLOCK COLUMN WITH 2#5 REBAR VERTICAL REINF. "X20"X20" CONCRETE PIER WITH ) #5 REBAR REINF. MAT CRISS—CROSS 4' r� I I L COLUMN LAYU"UT TDL_.J_1V * %Lr ����� 1� N #= No,0300 Grp MONTEALEGRE WILMAN RICK GOLLHARDT -DRAFTSMAN — 5339 4TH STREET 813-781-3651 '• SrAr •• ZEPHYRHILLS FLORIDA r ollhardt@tam aba .rr.com •.,• ,•,• w e. 9 P y s ' ALEN����� D.W.SMITH,M.S.,P.E. 53608 # FOUNDATION PLAN SHEET OF �lIII 1 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 3 OF 7 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DR I VE-DADE C I TY, FLOR I DA 33525 SCALE DATE JOB NO, PHONE: 813-469-2289 E-MAIL: dwsf(pe@eoLrth[ink.net DO NOT SCALE 10 MAR 2020 DESIGN/DRAWN CHECKED 2020-1 1 12 ENGINEER LICENCE #53608 R. GOLLHARDT D.W.S.,p.e. NA I L I N(5 5GHEDULE ALL NAILS ARE d GOMMON NUMBER AND 5PAGIN6 LEDGER STRIP Ibd 3 6 EA. J015T 50LE PL. TO J015T OR BLK'6-FAGE NAIL Ibd Ib' D.G. TOP OR SOLE PL. TO STUD -END NAIL Ibd 2 STUD TO SOLE PL.-TOE NAIL 8d/Ibd 3/2 DBL. 5TUD5-FACE NAIL IDd 24" O.G. DBL. TOP PLATES -FACE NAIL IOd Ib" O.G. GONTINUOU5 HD'R TWO PLAGE5 Ibd Ib" O.G. ALONG EA. EDGE GONTINUOU5 HD'R TO 5TUD-TOE NAIL Sd 3 IX8 5HEATHIN6 OR LE55 TO EA. 13RN'6-FAGE NAIL Sd 2 OVER IX8 5HEATHIN6 TO EA. BRN'6-FA(E NAIL 8d 2 BUILT UP CORNER 5TUD5 IOd 24" O.G. BUILT UP 61RDER5 AND BM5 UP TO TRU55 MEMBER5 IDd 32' O.G. ® TOP AND BOTT. AND 5TA66EREP 2 END5 ® EA. 5PLIGE 1/2" 6YP5UM 5HEATHIN6 II 6A. 1-1/2" 6ALV.1/16" HEAD. 4" ON EDGE 8" IN FIELD 5/8" 6YP5UM 5HEATHIN6 II 6A. 1-3/4" 5ALV. Nib" HEAD. 4" ON EDGE 8" IN FIELD 1/2" 6YP5UM WALLBOARD 1-3/8" DRYWALL NAIL 1/I6" HEAD. -I" ON GEILING 8" ON WALL5 5/8" GYPSUM WALLBOARD 1-1/2" DRYWALL NAIL 1/Ib" HEAD. l" ON GEILING b' ON WALLS HARD BD.. LAP 51DIN6-DIREGT TO 5TUD 8d GORRO510N RE515TANT H/ MIN. SHANK PIA. OF .Oqq" AND A MIN. HD. PIA. OF .24' 16' O.G. ® TOP AND BOTTOM EDG-E5 HARD BD.. LAP SIDING OVER 5HEATHIN6 IDd GORR05ION R-51STANT W/ MIN. SHANK DIA. OF .Oqq" AND A MIN. HD. DIA. OF 24" 16' O.G. ® TOP AND BOTTOM E06E5 HARD BD.. PANEL 510IN5 DIREGT TO 5TUP5 8d CORRO51ON RE515TANT H/ MIN. 5HANK DIA. OF .Oq2" AND A MIN. HD. DIA. OF 225" b" O.G. ® ED6E5 AND 12" O.G. INTERMEDIATE 5UPPORT5 HARD BD.. PANEL 51DIN6 OVER 5HEATHIN6 8d GORRO510N RE515TANT W/ MIN. 5HANK DIA. OF .Oq2" AND A MIN. HP. DIA. OF 225" 6" O.G. ® E06E5 AND 12" O.G. INTERMEDIATE 5UPPORT5 NAILING SCHEDULE ATTIC VENTILATION CALCULATIONS TOTAL ATTIC AREA = 768 S.F. 185 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE 185 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT TOTAL SQ IN RIDGE VENT = 506 SQ IN 2'-0" X 23/LF TOTAL SQ IN SOFFIT VENT = 936 SQ IN 72'—O" X 13/1_F ATTIC ACCESS ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SO. FT. AND HAVING MINIMUM 30 INCHES OF VERITAL HEIGHT, ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30" INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION 2017 RESIDENTIAL —SECTION 807 UPLIFT CONNECTION — SIMPSON STRONG —TIE FRAME APPLICATIONS MARK CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPROVAL # A H2.5A 600 150 10-8d X 1-1/2" 10456.11 H10 990 525 16-8d X 1-1/2" 10456.6 VTC2 405 4— 10d 5-10d X 1-1/2 10861.5 NOTE: CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION LEGEND ® H2.5A © VTCZ 2017 FBC RESIDENTIAL SECTION R703.4 FLASHING APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS. SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING. 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES MORE OF THE FOLLOWING. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS 1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 OR FMA AAMA/WDMA 400 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION J`4.,N cE•• i� 6. AT WALL AND ROOF INTERSECTIONS ``` 7. AT BUILT—IN GUTTERS Is O w �' No.53"° ,�,•��: :`moo ;• • lopo •..i...y d� 1$11, N L ` 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 2017 6th Edition David W. Smith, P.E. #53608 ENGINEER LICENCE #53608 STANDARD SHEATHING TO BE 15/32" OSB OR 1/2" PLY CDX W/Bd RING SHANK NAILS ® 3" O.C. BOUNDARIES, 6" O.C. EDGES do 8" O.C. FIELD USE STEEL PLYCLIPS. (2) 16d TOENAILS INTO EACH LEDGER. 2"x 4" LEDGER. (2) 12d TO EACH TRUSS WEB. (2) 2X4 45 DEGREE DIAGONAL BRACING SPACED ® 48" O.C.. (4) 16d NAILS ® EACH END: (TYP) 2x4 PANEL BLOCKING ® 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACH D W/ (2) 16-d TOENAILS 7 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH DBL. TOP PLATE 10dx3" ® 4" O.C. 2"x 4" TOP CORD BLOCKING ® 48' O.C. FOR FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHEATHING TYP.. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 2'-0" FRAME /— SOFFIT AND FASCIA DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED ® 24" O.C. (1) SIMPSON H5 ® EACH OUTLOOKER -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" COX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 8d RINGSHANK NAILS Q 4" O.C. EDGES AND 8" O.C. FIELD -SIMPSON HGA10 ® 24" O.C. STUD WALL (SEE TYP. SEC.) SIMPSON SP2 OR SP4 EACH STUD 5/8" OR 1/2" COILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL ® 4" O.C. TYP. GABLE END BRACING DETAIL HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES PREVAILING 5 ---\ WIND DIRECTION '--5 5/8" FAST DI,S,TANCE STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS o. 5" EXPOSURE SHINGLE NAILING NOTES: ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO THE WOOD ROOF DECK. NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN IN "HIGH WIND AREAS") RnnF_Tn_wAi I P-I ACI--IINr NInTF71Z- 4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, RUBBER VALLEY FLASHING OR 12" WIDE - 26 GAUGE GALVANIZED METAL WITH SHINGLES OVER THE TOP. MATERIAL SPECIFICATIONS: UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I OR ASTM 4869, TYPE I. ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH FBC R905.2.8 ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR ASTM D3462. VALLEY LINER - UNDERLAYMENT 2» —6" MIN. EXTRA NAIL ASPHALT PLASTIC CEMENT CLIP CORNER ROOF SHINGLE 8c FLASHING INSTALLATION SPEC'S NOT TO SCALE MONTEALEGRE WILMAN 5339 4TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53808 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE:813-469-2289 E-MAIL: dwsflpe@earthllnk.net RICK GOLLHARDT — DRAFTSMAN 813-781-3651 rgollhardMampabay. rr. com TRUSS PLAN SHEET OF 4 OF 7 SCALE DATE JOB NO. DO NOT SCALE 10 MAR 2020 DESIGN/DRAWN CHECKED 2020-1 1 12 R. GOLLHARDT D.W.S.,p.e. l... II 1 1 1.-- I ENGINEERED WOOD TRUSSES BY OTHERS @ 24" O.C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32" 4 PLY CDX OR OSB W18d RING SHANK NAILS 6" O.C. 4" O.C. FOR FIRST 3 TRUSSES FROM CABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 --, INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 ATTIC INSULATION MIN R38 0" CEILING TYPE GYPSUM BOARD---"' ACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7" O.C. MAX (2 2X4 TOP PLATE WW SIMPSON SP-2 EACH STUD F 10456.10 1 /2" GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7 O.C. MAX 2 4 PT BOTTOM PLATE W SIMPSON SP-1 EACH STUD F 10456.10 SUB FLOOR INSULATION MIN R38 3/4" APA RATED FLOOR SHEATHING GLUED & NAILED FASTEN TRUSS TO DOUBLE TOP PLATE WITH SIMPSON H2.5A RATED 600# UPLIFT ATTACH PER MANUFACTURERS SPECS FL 10456.2 CONTINIOUS ALUM DRIP EDGE OR GUTTER ATTACHED PER MANUFACTURERS SPECS 2X4 WOOD SUB ATTACHED TO EACH TRUSS WITH 8d COMMON NAILS (2) EACH TRUSS ALUMIMUM SOFFIT AND FASCIA TRIM ATTACHED PER MANUF. SPECS. 2X4 STUD WALL @ 16" O.C. WITH 1 /2" CDX OR OSB WALL SHEATHING NAILED 3" O.C. ON TOP AND BOTTOM PLATES AND 6" O.C. ON STUDS, USE TYVEK OR EQUAL HOUSE WRAP COVER WITH VINYL SIDING OR EQUILVALENT. ATTACH PER MANUFACTURERS SPECS MIN. R-13 INSULATION 2X4 PT BOTTOM PLATE FASTEN TO PLYWOOD FLOOR WITH 16d COMMON NAILED 12" O.C. MAX -I `2X8 PT BOARD FASTEN TO CONCRETE BLOCK WITH 1 /2" X 3 WEDGE ANCHORS �X`6 CONCRETE BLOCK COLUMN WITH 2) #5 REBAR VERTICAL REINF. 20"X20"X20" CONCRETE PIER WITH (4) #5 REBAR REINF. MAT CRISS-CROSS 00 WATT, SECTION OP7<IONAL: LEAD OGOT FLAbLN�s W/ Nil6ARAL FLMGE aET N PLA6TIG IiO� C@!�R Leff STAQC = R&SM rM so + LGC rm 11EXfOLE OOOT FLA&M WIN M1E�C,fRAL RAW SET N "Tro PAW cum W&L 11111At42 OVER SHWAS AT BASE NSTALL INNINA GVW FLANGE AT BEAD GWWA.E 1 AVM GYM r FELT GVER V*8 M OR &No CPX F'LTW= N01ESe L 161ALL N STINCT Ulm MMFAC1URM WlI M NSTRIGTIONS 2. AMY MOM COW OR 6El.F-ADNERNG RLAO" OVER MANGE AT BEAD ONLY ROOF PENETRATION FLASHING DETAIL TYPICAL INTERIOR NON -BEARING WALL OVA QTi in WALL SPACED 16" O.C. CORNER POSTS FIGURE R602.3(2) REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R306.3.1 EXCEPTIONS. 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R306A HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS O SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR 3. GLAZING INSTORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS, SAUNAS, STEAM ROOMS BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL �E�NCLOSING THESE COMPARTMENTS WHERE THE fi&i6M EXPOSED EDGE O THE GLAZJNG 8. N A INLAN LESS DUAAL00 I �D OR OPEMRABLE MEASURED ADJACENTTOTOGA DOOR WVE ANY HERETHENEAREST OR VE SURFACE. LEDGE IS WITHIN d 244NCHXSIOMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 80 INCHES (1524MM) ABOVE THE FLOOR OR WALIGNG SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE THAT MEETS ALL OF THE FOLLOWING CONDIII(SNS: 7.1 `DOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.838 M2). 72 BOTTOM EDGE LESS THAN 18 INCHES 457 MM ABOVE THE FLOOR 7.3 TOP EDGE GREATER THAN 36 INCHES 914 MM; ABOVE THE FLOOR 7A ONE OR MORE WALKING SURFACES IN 38 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. AL.! GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLA23NG IN WALLS AND FENCES ENCLOSING INDOOR AND (OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE INCHES MM IiORIZONTTTOM EDGE ALLYiOF711E WAIS LESS THAN 80 TER'S EDGE SINCHES SSF APPLYMTO SINGLE VE AWALI(ING SURFACE GLAZING RAND ALL PANES IN MIULITIPL GLAZING 10. GLA�NG ADJACENT 70 STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES 914 MM) HORIZONTALLY OF A WALKNG SURFACE WHEN THE EXPOSED SURFACE OFTHE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE O THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 80 INCHES 1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 00 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH AICH A 3-INCH(78 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1 6 OR 7. 3. GLAZING IN SECTION R308A, 69A 8, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.42, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308A ITEM 2 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM)_ _ABOVE THE FLOOR THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %NCI£ lIWA)N HEIGHT. S. OUTBOARD PANES IN INSULATING GLASS UNITIS 25 FEET S 7gAND OTHER MULTIPLE GLAZED PANELS IN SECTION R308, WALIONG .4 REM 7 WHEN THE HORIZONTAyLMyED�G�E OF THE N 45 DEGREES �0g79 RABp�(SF HORIZON TALESpU�R�FACE ADJACEOR MORE ABOVE NT TO hiFE GLASS EXTERIOR' dR OTHER 8. MI�RS AND OTHER GLASPANELS MOUNTED ORYING WITH ON A SURFACE TTHHATT OF DEES ACONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R306.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS COMI26iNG WITH 92 THE PLANE OF NEGGLASS IS GREATER THEN IS INCHNS ES (45577 �MM)1014 FROM THE RAILING. F THE FLORIDABUILDING CODE, BUILDING; AND FASTEN ENGINEERED TRUSS AND DOUBLE TOP PLATE WITH SIMPSON H2.5A RATED 600# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN DOUBLE 2X4 WALL STUD AND DOUBLE TOP PLATE WITH SIMPSON DSP RATED 775# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN 2X4 WALL STUD AND 2X6 HEADER WITH SIMPSON LSTA12 RATED 925# UPLIFT FASTEN PER MANUF. SPECS FL 10852 FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 CRIPPLE WITH SIMPSON SP2 RATED 1565# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN 2X6 HEADER AND 2X4 CRIPPLE WITH SIMPSON LSTA9 RATED 740# UPLIFT FASTEN PER MANUF. SPECS FL 10852 R6 (110, JBLE 2X6 HEADER REFER TO TABLE R602.7(1) )2.7(2) FOR NUMBER OF JACKS PER OPENING 2X4 STUD WALL SPACED 16" O.C. FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 CRIPPLE WITH SIMPSON SP2 RATED 1565# UPLIFT FASTEN PER MANUF. SPECS FL 10456 2X4 STUD WALL SPACED 16" O.C. EXISTING PERIMETER BEAM FASTEN 2X4 STUD WALL AND 2X4 BOTTOM PLATE WITH SIMPSON SP1 RATED 585# UPLIFT FASTEN PER MANUF. SPECS FL 10456 2X4 PT BOTTOM PLATE ATTACHED TO PLYWOOD FLOOR WITH 16d COMMON NAILS SPACED 8" O.C. TYPICAL EXTERIOR WINDOW FRAMING DETAIL x4tiq o�P<f1 hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 J _.• . xe E N.o ,.•._ *IS STRUCTURAL LUMBER : INTERIOR LOAD BEARING WALLS SPF #2 ALLLL ALL EXTERIOR FRAMING SPF2 S#2 OR HzFE�UALITY OR BETTERADERWBASSS,0OMNkSTO BSSNNYP �hi��TNW�O 5�EFXPR1 EO�REE11il 6'ASTRU ORAL 1 HA b.OE APA RATED STRUCTURAL LL WL 0 B USED PLAIPCE OFP1�(WOOD IA8 SUB FLOORING AND�R�ATRa NTH 1�CONCR N PR PTE IN0136CEIVE AO STANDARTD RGRADEPPRIESSURE TRE��ING. IR GNA TlBRl1�l IETODdU T WgPRpDT RTH If� NTEORgrSIGN I l' AAION CFA R ANHT AL P ATE CNOD, DA W 0 RU SES BY THE �TgPIEp-�W2r�10pp0pp�, SSBHAILL N T BE IN DIRECT CpNTACT WITH N�RETE. SEAT PLATES SHALL BE DP AT BEARING LOCATIONS WITHOUT W7V1 TOP PLATES. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL I-�JCKNESS 7OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. 3RD LAYER 1 J8 THICK INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS FASTENERSAND TIEDOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO RHBNQS?vI TAL PS 61, AN MSTM�SOADE DE B 0 Fy y 46KsiKsi S UA�E��ETAL NG S A 5 AD F y Ksi SHEET METAI GALVANIZED NAILS SHALL F, TS IES ALL ONOA3RM0 TO : Fy = 33KsiWITH G90 ACCORDANCE WITH ASTM A525-87. : COSSMMOMN WARE NAILS WITH MINIMUM �SDIAMETER N AESXTER C IV�NA X= N�' 3 D RROSI�7 CC�ATINGR BY MANN FACTORER IOR gqDO��WNNNIIS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED NtTALLED�INNACCO'kDOANCEHWIITHETHL AND DANS AND TRUSS _RETES USED FOR �PLIF A �0 RE SST SET P��R z0 SPACING NG AN ALISS q �yA�-L II B IN RA TO0 ANCE )ES. E oREINFNORITU TO 0 D WHILIE RL�NG�G OUT. BE PLANS. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11,4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. FASTEN ENGINEERED TRUSS AND DOUBLE TOP PLATE WITH SIMPSON H2.5A RATED 600# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN DOUBLE 2X4 WALL STUD AND DOUBLE TOP PLATE WITH SIMPSON DSP RATED 775# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN 2X4 WALL STUD AND 2X6 HEADER WITH SIMPSON LSTA12 RATED 925# UPLIFT FASTEN PER MANUF. SPECS FL 10852 FASTEN 2X6 HEADER AND 2X4 CRIPPLE WITH SIMPSON LSTA9 RATED 740# UPLIFT FASTEN PER MANUF. SPECS FL 10852 EXISTING PERIMETER BEAM FASTEN 2X4 STUD WALL AND 2X4 BOTTOM PLATE WITH SIMPSON SP1 RATED 585# UPLIFT FASTEN PER MANUF. SPECS FL 10456 2X4 PT BOTTOM PLATE ATTACHED TO PLYWOOD FLOOR WITH 16d COMMON NAILS SPACED 8" O.C. TYPICAL EXTERIOR DOOR FRAMING DETAIL MONTEALEGRE WILMAN 5339 4TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE; 813-469-2289 E-MAIL: dwsf l pe@earth h nk, net RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay. rr. com D ETAI LS I SHEET OF 5 OF 7 SCALE DATE JOB NO. DO NOT SCALE 10 MAR 2020 DESIGN/DRAWN CHECKED 2020-1 1 12 R. GOLLHARDT D.W.S.,p.e. ENGINEER LICENCE ##53608 CONNECT TO ELECTRICAL, PLUMBING & MECHANICAL: EXISTING SEWER IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL TAP 4" C.O. PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO PLUMBING NOTES: MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON BATHROOM PLUMBING FIXTURE HEIGHTS: ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. SHOWER HEAD 77" ABV. SHOWER F.F. l ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR, SINKS), GARAGE„ AND AT SHOWER VALVE TUB/SHOWER HEAD 46;; 0„ ABV. SHOWER F.F A.F.F. EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER GFI CIRCUIT. AFI CIRCUIT. TUB/SHOWER VALVE 3 0„ A.F.F. ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INTO AN ARC —FAULT INTERRUPTER. TUB/SHOWER SPOUT 22 A.F.F. SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT i I_ TO BEDROOM AND OTHER LIVING AREAS. TAP pW T GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. OUTSIDE WATER TAP I DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARING THE DWELLING FROM THE _______ 2„ _ ----—••—•■—■■—■• ■� GARAGE SHELL BE CONSTRUCTED OF MINIMUM NO.26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE (FBC 6TH EDITION 2017 R309) t-4'-6" FLORIDA STATUTE 471 ONLY REQUIRES ENGINEERING ON RESIDENTIAL IF THE COST OF THE INDIVIDUAL PLUMBING, ELECTRICAL, OR MECHANICAL IS OVER $125,000 OR IS OVER 250 FIXTURE UNITS PLUMBING, OVER 600 AMPS ELECTRICAL AND 15 TONS OR OVER MECHANICAL. FBC BUILDING CHAPTER 1 (105.3.1.2) 2" VTR CONNECT TO „ 2 STU DO R VLV EXISTING SEWER I I , SINK 4 C.0 I ' I , r I ii 2 VTR l r 2 r" r " I SINK , I WC r'"r , I - SHOWER ' J ' I � SINK � \ I SHOWER �• I 2>> P i�� ! MB/ G ISOMETRIA 2" VTR --4, _ 5„ X11 / ' / MIN i FIA IN 1'_10" PLUMBING: ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR. IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE, PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS. ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATION. PLUMBING DRAIN LAYOUT WILL BE DETERMINED IN FIELD BY CONTRACTOR. MONTEALEGRE WILMAN 5339 4TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITHX.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE:813-469-2289 E-MAIL; dwsflpe@earthlink.net RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt®tampabay. rr. com C ll"I malsi ' SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT DATE 10 MAR 2020 SHEET OF 6 OF 7 ------------ -- —- � CHECKED D.W.S. 2020-1 1 12 I_ I 1 '!1 i I 1 111 11 j I I11 11 11 1I I I-L. I! I I I I I I I I I_'.. MECHANICAL: CONDENSATE LINES SHALL DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 2017 FMC, 6TH EDITION — EQUIPMENT DISCONNECT MUST BE WITHIN SIGHT OF THE EQUIPMENT. BATHROOMS MUST BE VENTILATED MECHANICALLY AND EXHAUSTED TO BUILDING EXTERIOR. AIR HANDLER FLOAT SWITCHES ARE REQUIRED TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATE DRAIN LINE IS NOT WORKING PROPERLY. THERE MUST BE A NOTICE POSTED ON THE ELECTRICAL PANEL ALERTING THE HOME OWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC (WHEN APPLICABLE). NOTE: MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE, MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS. SMOKE DETECTORS: SMOKE DETECTOR PLACEMENT AND LOCATION SHALL BE CHECKED AT FRAMING. THE PROPER PLACEMENT OF UNITS SHALL BE IN ACCORDANCE WITH THE NATIONAL FIRE PREVENTION CODE SAFETY ACT. MINIMUM REQUIREMENT SHALL BE AS SET FORTH IN 6TH EDITION, 2017 FLORIDA BUILDING CODE AND NFPA-70/NATIONAL ELECTRIC CODE 2017 (NEC2017). CARBON MONOXIDE DETECTORS: EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR AFTER 07/01/08 AND HAVING A FOSSIL— FUEL— BURINING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSED. IN NEW CONSTRUCTION, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP. ELECTRICAL: ALL OUTLETS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT & TAMPER PROOF, PER 2017 6TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL (PART VIII — ELECTRICAL) NEC 2017: 210.12 — ARC FAULT PROTECTION IS NO LONGER LIMITED TO SLEEPING AREAS AND NOW INCLUDE KITCHENS. NEC 2017: 210.8 — INCLUDE GFCI PROTECTION ON CIRCUITS INCLUDING BUT NOT LIMITED TO OUTDOORS, DISHWASHERS, PORCH AND LANAI. ALL OUTSIDE MECHANICAL EQUIPMENT TO HAVE (1) 110 VOLT GFI WP OUTLET WITHIN 25' OF EQUIPMENT IN SITE PLAN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 3. ELECTRICAL SWITCHES TO BE 42" CENTERLINE AFF. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. 2017 SYMBOL DESCRIPTION SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 110 V RECEPTICLE(1/2 SWITCHED) 110 V RECEPTICLE 6GFI 110 V RECEPTICLE - GROUND FAULT 6AFI 110 V RECEPTICLE - ARC FAULT 6wp 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE DUPLEX OUTLET IN FLOOR 110 V QUAD lbwp 110 V QUAD WATERPROOF OUTLET RECESSED INCANDESCENT } LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT COMBINATION ® FLOURESCENT FIXTURE Qp FLOOD LAMPS VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER S&o SMOKE /FIRE DETECTOR/ALARM C&M SMOKE/CARBON MONOXIDE DETECTOR - COMBO © CARBON MONOXIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L a DISCONNECT ELECTRICAL METER O ELECTRICAL PANEL 3— 2/0 THNN CU FEEDERS 2" GALV RISER 2" CHASE W 210 OR (3) #410/TVAL. THW COP. 200 AMP MAIN BREAKER 200 AMP 40 CIRCUIT SURFACE MOUNT METER SOCKET PANEL ON INSIDE GARAGE WALL METER SOCK4ET 0 0 2" GALV NIPPLE UNDERGROUND SERVICE (IF AVAILABLE) #4 DRIVEN GROUND RODS 2 EACH 8'-0" APART MIN. \'�-3/8" X 8' GROUND ROD CONCRETE ENCASED "UFER" ELECTTODE REQUIRED PER ART 250-50 N.E.C. MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT. rf'�_"LEC T-R, ICA L PLAIV M O NTEALEG R E WI LMAN RICK GOLLHARDT - DRAFTSMAN 5339 4TH STREET 813-781-3651 Z EP HYR H I LLS, FLORIDA rgollhardt@tampabay.rr.com D.W.SMIT H9M.S.,P.E.#53608 ELECTRICAL/HVAC SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 7 OF 7 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO, PHONE: 813-469-2289 E-MAIL: dwsftpe@ecLrthlink.net DO NOT SCALE 10 MAR 2020 DESIGN/DRAWN CHECKED 2020-1 1 12 R. GOLLHARDT D.W.S. I _ 1 -11 1 I I I_ I I 11nLR: II 1 1 1 1. 1 1 1 1 1 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standards and Year- (of Standard) Equivalence of Product Standards Certified By FL10976-R7 Affirmation 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. J ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@field-wen.com Jason Kantola fbcl@field-wen,com JELD-WEN Corporate Customer Set -vice 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@Jeld-wen.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard Year AAMA/WDMA/CSA 101/I. S. 2/A440 2008 i 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 Building Code. Documentation from approved Evaluation or Validation Entity T... Yes No N/A Product Approval Method Method 1 Option A Date Submitted 06/27/2017 Date Validated 06/27/2017 Date Pending FBC Approval Date Approved 06/29/2017 MASONRY INSTALLATION 1 1/4" MIN. + EMBEDMENT d ,0- ,.tic war TYPICAL HORIZONTAL .0 HOOK STRIP „r'Mx,. N""x MASONRY BLOCK d 1/4" MAX Miv. n,;rnN " 4 SHIM SPACE ,roM eoee:::;r _ Q • d d HOOK STRIP f91 MIN. DISTANCE ' MxN oxs*once ..• . FROM EDGE: 1" `id w - - - - - - - - - d V I M,sofwv I c,.a. 1 FRAME SECTION (TyD) I ( GI SSj�G UFtnIL HORIZONT 5 CTIOIJ Max Frame DP RATING IMPACT 1901/8 x 95 1/2 +50/-50 NO w ,w or>r.,xE Mw w .s - --- Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria 2. Use (2)-3/16" Topcon or equivalent fasteners through frame per location with sufficient length to of the adopted International Building Code(IBC), the Inlemational Residential Code(IRC), the Florida penetrate a minimum of 1 1/4" into concrete or masonry ar each location with a 2 t iT min. distance Building Code(FBC) and the industry requirement for the stated conditions. from the edge. For Concrete (min f = 3000psi) or masonry substrate (CMU shallConform to ASTM 2. All glazing shall conform to ASTM E1300. C90). 3. At minimum, glazing is 4.7 Into tempered -16 mm airspace - 4.7 mm tempered glass 3 Use (1)-3/16" Tapcon or equivalent fasteners through hook strip per location with sufficient length to 4. Use structural or composite shims where required. penetrate a minimum of 1 114" into concrete or masonry ar each location with a 1"min distance from the edge. For concrete ( min. fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure Is the responsibility of the architect or engine,�jk"pKjpj the project of installation. �N% This schedule addresses only the fasteners requlr&J to anc:m Inc �� 2 ,c� Aj PRnJ[rr ENGINEER: um e: 3737 Lakeport Blvd window to och%:w: the rated design prasauie up to irle size, imiNo,oris .♦♦ •c_ ' • • - `' -- 08/ 13/2014 ELD�VEN p° It w to the installation �(i •' DRAWN sv: Sorel: Klamath Falls, OR. 97601 J noted. not intended as a guide process and does .� . `' O D. Vezo NTS PhorR:: (541) 882-3451 not eduines [tie neallrg uonsHieldllon Oat may arise in different wall �N 7 77 •- �• . conditions. For the complete Installation procedure. see the Instructions CHECKED BY; IMF: * T r C� J. Kantola packaged with V,B window of go to - , www.laid-wenonmireaouceslnaallarwn. _ •b Tf1T� rG = 7FPMQVEDby: Premium Adantic Vinyl Sliding Patio Door XXXX tij C) • � �+ i �•• A� 01SCIAIMER: (I V •' Pnar OWN This drawing and its cunirntsmr, innhdential and are riot to t,c �� •••�• jjj���ffffiC�o, ♦♦ pb0� N N65C�. reproduced or copied III Whole or In pad or used Or disdowd to od,e s ^S� P.E. 3" IDENTInER N4. FIANI NAME AN0 1 GCA'(ION: LAI DWG. NO.: R[V: SHEET except as auuic: _dd by JELD-WEN Inc. L NCTL210-3576 -FBC Venice, A 00 s of oR POCKET FRAME INTO WOOD SW =All STW OVAL NOG Bra !T� RMY 11111 A ,�I1�p EOC,OT MLT<ii � EA OIOR IIII t� ��qq g O.C.C. 11eL 0.4 YA1(. Meal OMO IWL MI S8 THIN)MU fgpK $ 2m i l �w All000,r worth (,w 1n^ HAXa I .,I. 0 'MAu IR.1,MIf IRILr4 ,con Iw/tu � ' eT'la�i Ot YL m1 II'�[II'IiY. ��IIF W "Sher ,•� EOptl/ EGOW C M01[T O A37' r I"W r .1 0.',NRMAx'' ErRp WIN, I �"wL , > 00lM tRod (iW 1n' I/1x.) - TYPSGI ELFVAIT[IH WC11+Fn5TEn'EA 51'ALII.FA�T���A� i@LL- i � General Notes: 1, The product shown herein is designed, tested and manufactured to comply with the wind load criteria of Max Frame I DP RAT-INGIIMPACII the adopted International Building Code (IBC), the Intemalional Residential Code (IRC), the Florida 190 1/8 x 95 1/2 +50/-50 NO I Building Code (FBC) and the industry requirements for the stated conditions. I 2 All glazing shall conform to ASTM El300. I At minimum, glazing is 4.7 min tempered -18 min airspace - 4.7 min tempered glass 4. Use structural or composite shims where required. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document 2014,09.12 13:20:43-04'o0' ed to anchor the This schedule addresses only the fasteners requited ``tt window to achieve the rated design pressure up to the size limitations o noted, It is not intended as a guide to the installation process and does ♦♦ �� PROJECT ENGINEER: D4TE ♦ i 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall ♦♦ •' �` �� 08/13/2014 ♦ �✓ A JEU)"WEN Klamath Falls, OR. 97601 DRAWN BY: SCALE: conditions. For the complete installation procedure, seethe instructions D. Vezo NTS Phone: 882-3451 packaged with the window or go to : .N (S41) : www.field-wen.wCHECKED MY TITLE: mlresourceslinslallation. _ # f = * _ J. Kantola = n T T c = APPROVeDBY: Premium Atlantic Vinyl Sliding Patio Door XXXX DISCLAIMER: :, /U This drawing and its contents are confidential and are not to be 0': OP P�aT�Pao�E� l 04 �i� None`r'oE♦♦ reproduced or copied in whole or in part or used or disclosed to others • U UUiSUU 1 exca t as authorized b JELD-WEN Inc, sli8 Ltd. �O 338 1DENIIHER No. PLAN) NAME AND LO(ATION CAD DW(i NO.: REV: SHEET p y114 b NCTL210-3576 -FBC Venice, FL 00 OFT M N EM9fi5MENT NAIL FIN INSTALLATION MtN. onrANw pPTTIXJA,, 1 FROM EUOP 9/1", 1 1/2' MIN. ROTH s@Ewc EMBEDMENT urM N. MIN. orsrw TYPICAL HORIZONTAL rMMPr`"""" EMBEM ENT HOOK STRIP ❑ �r FAME vz s J „4• MAX FMBEDA'EN, JHIM E'YALE i,a"MAX l SHIM VU MIN. DISTANCE t/4° MAX FROM Eo6E:3/43 ', �• - r� BOTH 5CREW5- 5 SHIM SPACE 2x WOOD FRAME ❑ 17,.e. .Tmm ]]/T MIN I HOOK STRIP 1 I 1 ,9. CMBEGMENT - _ -� 6L�R�I1F t I MIN. DISTANCE I oGnoNAL Z I I ------------ I MIN GIiTANCE FROM EDGE: 3/4" •i j FROM ED$E: 1/41 GLAZING DETAIL W20D FRAME 5ECrION MP) HORIZONTAL SECTION FRAMP 5ECTIONfryP) w•rs T, a Imrl^,,..w«eM..,w°. Trc L 5 CT20N SPACE F-- xA'N040 raAMR W MIN RtStnNci AOMEG6E."'� "'xr Max Frame I DP RATING IMPACT atteNnL FO Mfi; E,;,. 1901/8 x 95 1/2 +50/-50 NO I RpTii 9@EWS Installation Notes: General Notes: 1, Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of 2. Use #10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of 1 the adopted International Building Code (IBC), the international Residential Code (IRC), the Florida 1/2' into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42). Building Code (FBC) and the industry requirements for the staled conditions. 3. Use (2)-#10 PH or greater fastener though the frame per location with sufficient length to penetrate a 2. AN glazing shall conform to ASTM E1300. minimum of 1 1/2' into the wood framing. For 2X wood frame substrate (min. S.G. = 0,42). 3, At minimum, glazing is 4.7 mm tempered - 16 min airspace - 4.7 mint tempered glass. 4. Use (1)410 PH or greater fastener though the hook strip per location with sufficient length to penetrate 4. Use structural or composite shims where required. a minimum of 1 1/2' into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 5. Host structure (wood buck, masonry, steel) to he designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 1 11 I t `%%t This schedule addresses only the fasteners required to anchor the _ _ _ _ _ window to achieve the rated design pressure up to the size limitations ♦� �i PROJECT ENGINEER: DATE: 3737 Lakeport Blvd noted. It is not intended si guide to the installation ♦♦ .• " ' F �� 08/13/2014 PD process and does !v T _ .fj not address the sealing consideration that may arise indifferent wall � � �`• � DRAWN BY: SCALE: �EI N Klamath Falls, OR, 97601 o arise � � J D. Vezo NTS Phone: (541) 882-3451 conditions. For the complete installation procedure, see the instructions 7 ; packaged with the window or go to * * CHECKED ay: Tr L: J. Kantola www.jeld-wen.cOndresources/installation. T T t rY = APPROVEDaY', Premium AtlanticVlnyl Sliding Patio Door XXXX -,•T DISCLAIMER i rp •• •• C QP: `� \ O Y T P O EST No.' AAA t!sr•Nlsrero ♦♦♦ This drawing and its contents are confidential and are not to be EEN reproduced or copied in whole or in part or used or disclosed to others a e IDENTIFIER No. sca 83e "ANT NAME AND LOCAnoN: An DWG. Nn.: KEv SHEET except as authorized bJELD-WEN Inc. e.ac NCTL210 3576- -FBC Venice, FIL 00 tOFr POCKET FRAME INTO STEEL te• O.C. MAX. S• MAx. THRU HEAD/SILI I CORNERS 5" MAX. 18" O.C. MAX. FROM T THRU HEAD/SILL I CORNERS AAd " SEE HOOK SEE HOOKTM STRIA DETAIL STRIP OLL !!lrrr""" SEE HOOK STRIP DETAIL I q POCKET POCKET v a01 POCKET = 14.29' 14.25" Q14 MA%. O.C. i E8 THRU THRU W HOOK STRIP STOP 17" O.C. 14.25" �( DOOR WIDTH (190 11/8" MAX.) THRU NA0. / O.THRUM FIN N HOOK TYPICAL ELEVA TEON WITH FASTENER SPACING STRIP lk2P 2DiP P/R I - - -- _ - -- -- - -' General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the Wind load criteria of Max Prattle DP RATING IMPACT the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code FBC and the Indust requirements for the stated conditions. + _ 9 (FBC) Industry e4 Ca 50 0 x 12 / 1 1 9 / 5 a /s 5 0 9 �- N 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.7 mm tempered -18 mm airspace - 4.7 tom tempered glass. - - _- - 4. Use structural or composite shims whore required. This schedule addresses only the fasteners required to anchor the tilt 111E 1 /r// window to achieve the rated design pressure up to the size limitations N" noted. it Is not Intended as a guide to the installation process and does PRmrcr rNGwEER: DA E: ♦ Q i 7 7 Lakeport Iv 3 3 L kep rt Blvd not address the sealing consideration that may arise Indifferent wall ♦♦ F 08/13/2014 ���w�T : Q JMDNEN Klamzth Falls, OR, 97601 DRAWN BY: SCALE: conditions. For the complete installation procedure, see the Instructions ;' : O packaged with the window or go to : ,� 7 = D. Vezo NTS Phone: (541) 882-3451 �. CHECKED BY: TrrtE: www.jeld-wen.corn/resoumes/installation. = * * _ J, Kantola ,0 T T/ = APPROVED BY Premium Atlantic Vinyl Sliding Patio Door XXXX DISCLAIMER O • W�� This drawing and its contents are confidential and are not to be / � r�RT M o E J NO.: reproduced or copied in whole or in part or used or disclosed to others �iAi(t�s.Hon0To F`♦ U6�U14 except as authorized by JELD-WEN Inc. 398 =6 IDENEFIFR tip. PLANT NAME AND LOCATION: CAB DWG, Na. REV: SHEET NCTL210 3576 -FBC Venice, FL 00 6OF7 "111 FRAME. TROY nH olmaHu wRNrRa r SEE HOOKmay' ow OKTAK, 9INY M AIL _r E� e: POORY MCKU , •.2O' TMUTHRIJ D.C.C. VA . SfRM ROOK ilO/ sw L 00011 ,RIOTH f,m l/M TYPSrS E{A VATION wires tnsTfw4 SFAaNO POCKET FRAME INTO WOOD y M�1M�0 g iec,ar ,••ee-Saco- a^� L � THRU n-Ni RHilli R� Dn,%UL 3 pp OCT" POCK[i PobaT TT AMA%. b.C. HA,L1 0.0. HDOX I siMP V# YTRN re, 0.4 iMRY H[4R/fIL SMY 01 �� roa,ir y lay ■6 HraL n,R, NW �LL iHRU HOOT 8 I .nL EtCVn rlU/�r�+fn�*E��M�nG2wi �a General Notes: 1. The product shown herein Is designed, tested and manufactured to comply with the vind load criteria of Max Frame I DP RATING IMPACT the adopted international Building Code (IBC), the International Residential Code (IRC), the Florida 190 1/B x 95 1/2 +50/-50 1 NO Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace -4 7 mm tempered glass. 4. Use structural or composite shims where required. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document This schedule addresses only the fasteners required to anchor the Date: 2014.09.12 13:20:43-04'00' ,i►1 t window to achieve the rated design pressure up to the size limitations `` noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall♦♦ 'instructions ♦� .. .. • i"I Q_ .F �� • � •���' PRo>ECT eNeINEER: oATe: 3737 Lakeport Blvd 08/ 13/2014 s�� Klamath Falls, OR, 97601 conditions. For the complete installation procedure, seethe �� 0 � ��i.t'�■LBIWEN D 4Veio NTS "' Phone: 882-3451 packaged with the window or go to www.jeld-wen.corr/resources/installation. N 7 * .- * = (541) CHECKED BY: TITLE: J. Kantola = o T T = '• APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door XXXX DISCLAIMER: % /r2 •':9C P This drawing and its contents are confidential and are not to be �� O O Ls.IZoreY o E ♦ PpK, r o e 7 �6 R0��1� reproduced or copied In whole or in part or used or disclosed ;o others except as authorized by JELD-WEN Inc. P. bG EL,. �♦ age � F Dhd. 339 IDENTIFIER No. PLANT NAME AND LOTION CA, CAD DWG. N4: EET RLV: SHUT . NCTL210-3576- -FBC Venice, FL 00 OFF POCKET FRAME INTO MASONRY ^,e 18" O. MAX. 5" MAX' .Q FROr'I THRU HEAD/SILL ORNERS 18" O.C. MAX. S" MAX. F'20M T THRU MEAD/SILL CORNERS 5� SEE HOOK SEE HOOK 3 STRIP DETAIL STRIP DETAIL I X SEE HOOK STRIP DETAIL ' POCKET POCKET z ti POCKET 1 ass• t s.zs^ O.C. • THRU 0. MUAX. _ cCC� HOOK 1 T,N STRIP �' T OK STRIP O 0 17" O.C. O.C.25" MAX. X. THRU DOOR WIDTH (190 1/8" MAX.) THRU NAIL / HOOK FtN TYPICAL ELEVATION WITH FASTENER SPACING STRIP 4h7.P 2D1P P/R - ---- - General Notes: 1, The product shown herein is designedt tested and manufactured to comply with the wind load criteria of Max FrameI OP RATING IMPACT the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida 190 1/8 x 95 1/2 +50/-50 NO Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM El300. -- 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the > window to achieve the rated design pressure up to the size limitations �N% ///� noted, R is not intended as a guide to the installation process and does ♦NT �� N OJECT ENGINEER: DATE: Q` �i not address the sealing consideration that may arise in different wall ♦` - �` 08/13/2014 3737 Lakeport Blvd conditions. For the complete installation procedure, see the instructions : ��;' ' Y •} DRAWN HY: scALE, JEL"EN Klamath Falls, OR. 97601 D. Vezo N packaged with the window or go to /�/dC NTS Phone: (541) 882.3451 KEU BY: www,jeld-weii.com/resour�-es/installation. ICE LE: n.comlresources/installation. * j/Ar c * _ CHJ. Kantola T T Er APPROVED BY: Premium Atlantic Sliding Vinyl Patio Door XXXX DISCLAIMER, -)3% C% � Y 9 This drawing its % O •'•.�� : and contents are confidential and are not to be OR%P •'` TARTc e r Ne.: reproduced or copied in whole or in part or used or disclosed to others �i.Horero E♦♦� D659614 except as authorized by JELD-WEN Inc. sea 338 IDENTIFIER Ni,. NCTL210-3576- PLAN) NAME AND LOCATION: Ae DWG. NO.: KEV: SHEET '•''If '�"-" .a , -FBC Venice, FL 00 40F7 I •n W STEEL INSTALLATION 1 TYPICAL HORIZONTAL 18 gouge min HOOK STRIP Vi M N „^ MAx SHLM+P 0 Steel Stud 5111M SPALF 1/4" MAX ,4 SHIM SPACE MI", C,nu✓Jm of three ,hra'a,l: .. _. yea frnmt I 2 tom:, I 3 HOOK STRIP 4 oow aw, Mim embedment r of three threads I �4 , i past frame I o GLAZING DETAIL 1 FRAMF SErTION (TYPI J AME SECTION (TVP) HORIZONTAL SECTION VERTICAL 5 cTION ' Max Frame1 DP RATING P IM ACT 190 1/8 x 95 1/2 1 +50/-50 NO 'S x.ww„w SS.d S1 W Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed, tested and manufactured to comp) wrth the wind load criteria 2. For anchoring into metal framing, use (2) :10 TEK Self Tappingscrews per location with y a P sufficient of the adapted International Building Code(1BC), the International Residential Code IRC ffie Florida length to achieve a minimum embedment of three threads past the frame thickness. Locate t )' ' anchors as Building Code(FBC) C a FBC an shown in elevations and installation details. Steel substrate min 18 r a 9 ( ) d the industry requirement for the stated conditions, J (fy = 33 ksi). 2. All glazing shall conform to ASTM E1300. 3. For anchoring into hook strip, use (I)-1k10 TEK Self Tapping screws per location with sufficient length to 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered las achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in 4. Use structural or composite shams where required, P 9 s elevations and installation details. Steel substrate min. 18 go (fy = 33 ksi). 4. Host structure (wood buck, masonry, steel) :o be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners reiiird to anchor the Window to achieve the rated design pressure up to the size limitations ♦♦�` !1 • �/� PROJECT ENGINEER: DATk: C noted, It is not intended as a guide to the installation prOxss and does 1♦ dG ; •' •� • • �08/ 13/20.14 3737 Lakeport Blvd not address the seating consideration that ma arise in diferent wall Z .' �' .. DRAWN BY: SCALE: Klamath Falls, OR. 97601 y : o D. V DIVEN z/ii�� Vezo NTS condi6 ns. F 0 or the complete p installation procedure, sae the � IV ., %% Phone: (541) 882-3451 packaged with the window or go to / * _ CIT040 try: TITLE'. * = J. Kantola www.ield•wen.mm/resourceslinstailatign. -o _ TATr: cr ArRKi MY, Premium Atlantic Vinyl Sliding Patio Door XXXX DISCLAIMER: P� This drawing and its rnnlenis are confidential and are not to be`I�gy �pNpf ;t♦♦ NOON reproduced or copiad in whole or in pad or used or disrdosed in others IDFNT1FIEa' PLANE NAME ANn LOCATION; (:M) DWtJ. Nn : aCV 00 .TILE r except asaulhorizedbyJELD-WFNInc. see �4td 4 d 1 a a3s NCTL210-3576- -FBC Venice, FL ,qF, I -- _ 'I II"II I I —1! _IllL— I II I E 9I it 1 I _ 1 l !1.L'.SL__- _L °l F EII TIE I q' 11' _1 i I I III fl' 1' Al R±.21 I._( _1_- ..JI- 1 _ =F I �F p I Ilull� I n.�, Le1H � II 1 _-- �_ _L-_-.. 'L FLlI FL15468 F<.l_ Appllc•J!I ��'� Type Reviscn CLnk'dr: anr� -'G17 App6carl ;n EtaDJs Perlding FEC Approval Comments Al t.l liVbtl is J ����o FAfragfoeY: � BUILDING DROPS, INC. INSTALLATION NOTES: 1 ONE (11 IN.STAI,LATION ANCHOR IS REQUIRED AT EACH ANCNON LOCAl10N $MOWN. Iq f vagFn PY {C:dUCC I•IanUf,9CCUFeI J[LU-WE'J Asti e55r.'11(„,e/Sri I.�il 3737 L:}.�eIILII L Ea�l_I F,lamatFl Falls, l�F' v711i It (S'GG!S3Siiilh rj-n t �5i,rall-won I:om QI.ICI iVl IJ�.1 �� lyl IJLV c 3ASi,l-i h".anfi,a ft [ t trylad wan -x,m r Tertlr,l�:.� ::,.;;resanfarivr ]FI.G WEI'J Corporate ..Lst(m er arvlce Adltess;'-"'r":ne/small 3737LakepOrtl3lvd. E; lamalh r 31c, UH. ! I; i,Lll iRGG) S35-J93D CUaLCYTI�l'•�UI Vil.•y�I_I'�l';(iily,lJ-WOI. r.C,lll nl_I._IIiLV-\ss,I:31::H R.�ffese3)tall've ALiL1tl"i_/✓hlOne/Small C•JLCIJCn y ExIN II:T [h".(IFS SIItA.aCe4_�FV iwlnlTl[NI F+fPo-Irr f)C"lf AssamYli(�s GiNiT Jlar,;a Mathis) Fvdll7f Gfl P- i apert fiom a FI[wlda Regis[rE[,d Ard-Iltact or a LH_ansad F:XIda L'f 011•iSiIVr 3 FI-F7l rlerT __ CvallJatkln F.epxt - I lardccpy Recewed Flurlda Eff7lfe �CY i;f ArrFllYri:t fJ.TIT r-- whi; HFrmas F. I�kIf PTO, F'.E ili'v I (. 1 t}',e C'v alUatlCFl F'.C{: Yt I Jul Jy L.Lri•Jc' I't-I?%IFS uraLlY � S�I.rH_f_'tr.Dty rJational lxaeditati�xl and Man 9Tlant Instia[e � :jUaIILY'A.��l31Cr_(�CIIIU'yr.l ExpraU(41 L-'dl•' 1�/�1/2G111 vah(LJLe�1 �y LucV:.e b,_rvwJwl ff:: I� V511daClOn l.tle I. ITS[ 118TdLUpy FF+l.e.ved r., t n :�rH• ITT n , I F d1-n, .. 1=1 I I - �• 1 :. l 71 . c; yr - - - I �r � _..:1 1 11 71,.1. �_._..._,..___ .-_._.__._ _..__ P..,fwf•-.-•-:1:-•t.->rI(laFd cTnd Yei (r¢Stanliani) 4t2fndal-d Yea(- TAS �G2 19'34 Fi{t llv 9l.f ,-.,f R-nXl, Ifs `,tarl�irrlis (:�tltiia=y Flrld�ll-�.n�ilrf..r.iral rgnfl rPfrrli t t11r.L H'._I,, ''.I ti�l.(J_C�I+, 51 ''_I_LctC `ll: l��•i- �1 F'if -- �- �-- C.�'IurS '•"';nT lhle C.Ode H�IJ�IcI �'pFb o'rel Meth: �d Methr_tJlllpGOflL - W l N D O W S 64 D n O R $ DESIGN PRO /SMOOTH PRO / STUDIO NON -IMPACT 37 1/Z" MA%. FOR USE 1N THE HiGH VFiOGTY HURRICANE ZONE (HVHZJ � o A. wIDTH ) 5 37 1/2" MAX. __ GENERAL NOTES: O.A, IDTH \ ® g � 1. 1HL PRODUCT SHOWN HEREIN I$ DF.SIGNFD AND MANUFACTUPCD TO fOMDLY WITH THE CURRENT HORIUA - RUILUING CODE IFDCI, INCLUDING HVHZ ANO HA$ BEEN EVALUATED ACCORDING TO THE FOILOWIN G: • IRS 2U2-94 � � 3 7. ADEQUACY OF THE EXISTING 1fPUCTURAL CONCRETE/MA5UNRY UN 1% FNAMING A$ A MAIN WINO (ONCE \ i 5 _ RESISTING SYSTEM CAPABIC OF WITHSTANDING ANO TRANSFERRING APDUED PRODUCT LOADS 10 TILE � <o iu �' a � fOUNDANDN I$ THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT DF RECORD f0R THE PROIER OF �a`o `e S^ � .� N y � 5 � INrifAl IATIbN � N t 5 S � a'•' $. f � �� Oda Y 3. THEINSTA1.lATION DETAILS DESCRIBED HEPFIN ARE GtNERICANU MAY NOT RE(LECT ACTUALCONDITIONi FOR �m ° A) (� �rjLL a zz A SPECIFIC SItE, IF SITE CONDITIONS CAUSC INStAILATON TO DEVIATE FROM THE RFQUIREMENIS DETAILED 2 � c Y ACTNE = HEREIN, A LICENSED ENGINEER OR ARCHRECT $HAIL PflEPAPE SITE SPECIFIC OUCUMENT$ FUR USE WIl'H IRIS � � 4 5 • ACTIVE � F � 0a • .V DOCUMENT. o O_ � ,., x '� O Y / � / a. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN 4Rf A$ RfgIIIRING IMDACL g RESISTANCE. � S. 6 PANEL DOOR SHOWN FOP II LUSTRATION PIlRDOSES. ADDITIONAL PANFI f.ONfIC,UAATONS AND FLUSH DOORS ARE gDALII ItU. 6. NOTE: AICU H-49/ SILT MEET$ WATER INFILTRATION AT WATER 1FSt PRESSURE (WtP) OF 9.75 PST. • s n R • S d ! g REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUIHUNITY HAVING IURiSDiCT10N RCQUIRES 1IJA1 • / . a d q TYP, ELEVATION 1 TYP. ELEVATION 2 VRODU(T MEETS TNT$ Rf UIREMENT, PRODUCT SHALT BC USCD WHEN INSTAIIfD AT I OCATION PRDTFLTEU tlY I ralo en OVERHANG SUCH THAT OVERHANG 1011)RAtic7.ON LENGTH -OH HEIGHT 1521.0 1 ,., f�<-ooaHm,,. NOTE: ODORS SHOWN ABf7VF MAY BE LEFT ORRIGMTHANDOPFRATINGDWRS. ____ - rAR1E OF CONTEFITS SNEFT R REVISION SHEET DESCRIPTION u D ENE AL NOTES 1 a TYPICAINFVA'ru7N5,DESIGNPRESSRCS,AfJG R _—_— 2 A ttPICAI ANC)IOR LAYOUTS ANO NOTES _ 3 B OMIONAI.2%RUCK ANCHORING DFYAILS AND QUALIFIED SKIN PATTCRNS _ _ _ MAx. OVERALL AIEAGN Pfli53URE IPSF) q A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE CONFIGURATION IMPACT 5 A H(1RIZ(1NIAlASStMBUfS,GLn21NGVtIAIL INSWING OUTSWING pATING 6 A WOOD SUBSTPATES WIDTH HEIGHT POs KEG. POS NEG 7 4 A CONCRETE SUBSTRATES % 1' U` G•-tl" 65' ES 65' 65 HON-IMPACT e a _ WMPUNENTS&BILL OF MA7CRIALS X 3'�0` R'-0" SO• i0 50' S0 NON-IMPACt 'iELG�N�RAL NO1L6, MEET t,tOR WATFRINFIITRATiONAPPxOVFU M(IS. .P _ ^ y.e�rsann w..IN•u�ne+dl nd d:ro*.ee» ]. SHIM AS RCgUIRFO AT EACH INSTAI.LAl1UN ANCHOR WITH LOAD BEARING SHIM(5). MA%IMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHFRF SPACE DE 1/Iti INCH UR GREATER OCCURS. $HIM(5) SHAI I PF A NON -COMPRESSIBLE. COMPOSITE OR RFTfER. 3. MINIMUM tMBCOMENt ANU tDG[DISTANrkFXC,IIIUF WALL. FINISHES, INCLUDING BUT NOTIIMI�ED TO STUCCO, FOAM, tlRlpc VkNEkR, AND SIDING 4. INSTALIATION4NCHOR!,ANDASSOCIATLDHAPOWARCMUSTOkMAUtUfCORROSIONR�SISTANTMaIFN1Al OR HAVC A CORROSION RE5131 AN I COATING. AND SHALL Bk INSrAI I.ED IN ACCORDANCE WITH ANC110R MANUI ACTURFR'S INSTALIAIION INSiHl1('TIONS 37 7/2" MA%. S FON MULIOW BLOCK AND GROUT FILLED BLOCK, DO NOl INSI AI L INSTAIIATION ANCHUN$ INTO MORTAR - J` rvP O.A. WIDTH IOINTS. EDGE DISTANCE IS MEASURED f MUM FREE EDGE OF el IKN OR EDGE OF MORFAR JOINT INTO GAGE CJ 3"TYP $HELL OF BLOCK. ---- - G FON1%SfIIDCONSTRIi('ilON.4NCHORINGOFTHESEVN000CTSSHAII.BETHESAMkASFOR2%BUCK -� I GONCRRF/MASONRY CONS7 HUC PION. I ® e ]. INSTALLAIIUN ANCHOR CAPACITIES FOR PRODlIRS HEREIN ARE DASFD ON SUHSIPATE NIATCPIALS WRIT THE � FOLLOWING PROP[R71FS: ___ A,WOOD-MINIMUM SM.CIIIC (GRAVITY OFU.55. D CONCRETE MINIMUM COMPR(SSIVC St NENGIN Ur 3000 P51. io � LJ y ti .. C- GROU I-HLLED CMU�UNITSTRENGIH CONFORMS TO ASTM(:-9U WITH MINIMUM COMPHESSIV€STR[NGTH � _ r Of 2000 PSIAND GHOLIT[ONFORMS TO AS'fMf4]G, MIMMUM GNUl1I CUMPRFSSIVE STRENGTH OF 1D00 m'.� s PSI. � q � O D OF TOOUPSIOCK CMU-UNIT STRfNGTH[VNFCIRMS TU ASTM C-90 WITH MINIMUMCUMPRE511VF tiTR€NGTH �_� ® O 4 N. $fC SI IfCTS C, AND 7 FOR MUltt UtIAI150F THE INSTAU ATIDN NI gUIREMEN li, INCLUDING ANCHOR � 2 0 �' • � LOCATIONS,EDGC DI57ANCCS, EMBEDMENTti, 0.ND SHIM SPACING. � '� 9. OPTIONAIIY, ANCHUPS CAN tlk VLACFOIN NARROW SECTION OT IICAD DR IAMB AS LONG AS MINIMUM / EMREDMENT AND EDGE DISTANCE 4Rf A(HIFVEU. .-_ _- -F ANCHOP TABLE ss - - - 6'R"DOORS q'0"Doogs � � --" ANCHOR SVBSTRATE MIN. MIN. EDIiE ANCHOR TYPE SIZE MAK. O.G MA%. o.c. TYP.`ANCH_ OR LAYOUT EMBEDMENT DISTANCE ra•vPwanewv SPACING AT SPACING AT �--- � JAMBS IAMB$ __.-. _- NOTE: � WUOU SCREW p10 )x wlJ00 BUCK ) �� � NO ANCHORS REQUIRED AT THE 51(L FOR SINGLE ODORS (%)ONLY. ON rRAMING 1%J- 3/4" 1]-1/J" I)�l/4'- -- --- _ -. ITW TAVCON 3/Iti" CONcgfrE/CMU I:/4' 1-1/Y' 11�3/t' IJ-TN __ �• --- _. � NUF � 13/8"CUNL E RICO 11LTRACON 1/d" !On(PFTf/CMU 1�1/4' CM 1" Jl ln' 1]-3/4" I�•lA`CTIVE AND ACfIVF DOOR PANCL - U ORIEYTATIONIS INrERCHANGFAPIF. _.. ..-... _. ITw TnPCON 3/SG" cONcnttE/c'Mu 1.1/q' f•' lu" ;n l/q` � - -` - nz 2119K 11 " 2 PtH SCREWS _ l ••I x 2!/2" All DrjAIL OL Z2 23 T�P-FTI��NE - - �FN SCREWS MUlil-POINT SHOOT BOLT - PIAikLUCgTION DETAIL B2 TRH PLATE SHDWNI TYP.HOPPF 0) MULTI -POINT IHDDT DOLT 1 GDTfDM SIKXH PLATE LOCATION euLr PLAIT ---- IOPtt ,7lritl9l L _' SILL SERION_ VIEW HEAD SECTION VIEW Nsw+ �� �,mwwo �••�cp""' I ,.. ar,NlN .,am BUILDING UHOPS, INC. IWWII�^W�Nr ,)• aa,u„ �,„-„r ° A W t?NNc � z 1- ;� � � � ° w z P' C o ¢ �( � S Vi � O � 8 Z 2 F � 0 � � \ - O < Q EO K 2 r= W 'Q Z wN � W Q K � V � d V7 � ly W CL P, q o m � � m �+ < N g � _ � � d ` ''��•• H� W 0'� Ij,1- F••0 ° _ O N � W ~ o O 2 Z C o = Q p~� Z S ^ � ? F �� 7 02 O' g � � O C) U Q E p o „ � . " � ° �'J � 7 `�' 3 � S x o� � _, �i: (y� 3., �' - w� � REMARKS 8Y DATE ne "Da ull, uukl•Pdm l.af. Ul r1E/N REMARK$ RY PATE p%�yll• Iol Lod - _-' q- A[dMtYti t �� "' `\\���SF �O�;� �^C :•����l/��:�0'" ` 'iN ,.a377 u� C O * 4' V * ^ - (`. � -`O� �T�I//t �� (Y '�o,�'. Sic�R1oP: ' wL('�� �` ���1 A"d� ICJ \ /7/�-r1A11�'�•,� \\\ � ' ��Il(tY1�Y1�'d`A rN. �rP,aw•^.:. aI N. I,,:d ' � _ r W"j11G^�+pule'""" ^r•I. ro>^.o. n.. ,-n,n� - ` ;�-����° e ' n. \\\ fI �\ �\E'7 F NO V7� NN�(UQ`: rY F ! }�,'Q. �. � Z-':'\,)U}` 1;'�f. �� � :%1`1/q' �,�.//7� - -#�;`fJ % -* - 1 ,b 16 - I L7F ,` D: � �r��,I; U i o -•:h7C 1,)(S1vP-r �J: � e1 \� �j''S0 •••��aV�11 I \ '�N3S '°"��'JiCU11CI1,N1" DATE: - - - - DWG. Y. CHK. Y GL TJM SS MSS DATf� 02.05.14 DWG. Y� CHK Y GL JM SS MS5 5(ALE NTS fl�Tf•� - 'CALL. NT5 -�- DWG. n.A010861A -- DWG. R,A010861A SHLE 1: OfB � Stott 1. Of B 2 LI:JIe '_�'�C m I CtBd 1 V/U1l-G 1 I i)at� V �bd.HLetl 1 [/[ 7G'G 1 7 fl.aN? iY�rY]Ing F2C A��roval 17/; i/illl 7 i d 7./2" TYP. d 1/1" TYP__ � 1 U1'UEFSF7 �1' P.EPa1F0iY: Q Bs eF�INe �IlOPS, IN'. a�u..a.A,,:" HINOE SCHEWLE HINGE DETAIL Af JAMB: PLACE 99 X1-1/2'PM XREW NEXT TO WEATHERSTRIP Df10R HEIGHT QUANTITY 6'�d" 3 � �' PPFP.VIED BY: BUILDING DROPS, INC. u•I unau wxw nrn. a(m admnax,AnaN ':Kul • •+'•w,m.fa,wl am HINGC SCIIFDUIE NINGF Dtl/Ul AI JAMB. �— -- PLACE 49X 1.12"P(H SCIILW NCXT TD WEATHERSTRIP UUUIt IICIGI IT QUANTITY 6'-R �� ; _ - ' -- ' � PIkYANIU tlY. Q BUILDING DROP$, INC. see �,,:.,+x.o, ^ue-srt eI^ u •YxN. ...". a+.a,.w m '� q� 1L� Q O Q ° � m W O ii X� ¢p 2Nl7 Q Z z QO a~. z O O a ag�>� 0��� 4 � -. I". � a � n� �? W" ?° �' rrrlll `; >�•a� � _J g�,PT C � aS] � 7 '� S � t�i W Q •5 x opt N� �•�"� Z7 Q0 Y \ � J C3 F¢-z o 2 N 'z' � O � (A,la Vf N V. 4' � I'}}�� ° � hi. r `' � � - B - W ti � 1, G � C J W Q � � Q 7 Q Z 1-- Z � O Q � LU O = � avJ^9, � 7 � N � t�. ;C ^4z� ,".-,aa" 1 z� �> IE}•^ Iwo x.�` _ ` I its m SL230 SL130, LEFT 91130, RIGHT SiL230, 8'0" a SL130, B'0" -- �J _ - - f REMARKS SLZ20, LEFT SL220, RIGHT SL3100, LEFT fLi00, RIGHT SL000 TYP. ANCHORLAVOUT QUALIFIED SKIN PATTERNS mau nl kucrA wgmR/N.)agr j/ lsl� 1 //i 11 \\ 11 \ //�, (\ INFMIOR INIFRIgi � \ / � � / � \- _' \. `-_-.�-/ � \ 1-R9X 2�1/2"PNILLIPS / �" fIATMFADWOpDXRtW / �1 ! \ \ \--3�n9XJ/q"PHIIIIPS flA7HEAD WOOD SCREWS � DtrFR10P prCLpq\A � 4 MB PIIILLIPS FLATHEAD WOOD SCREWS 37 USE B/d' I.FNGTH FOR 6'-H' Df10RS � USE I`LFNRHfOR B'-U"WURS LOCK JAMB C-�L_ HINGE JAMB _ \ 5� OUTSWING SHOWN�INSWING SIMILAR 5 pUTSWING SHOWN -INSWING SIMILAq ` REMARKS �' a // �\ / p //j 11 � \� �L) j \ 4c INRRCA \� /� / INI INI(Ili_ \ � % � ��` / M / O^ � � { \ � �-'1-N9%2-1/3-PIIILLIP.S (.1� / - �!� FLATHEAD W GOD SCRF W % � �. �. \ °< "`-1�x9%3/4"PHIIIIPy R _j__[ \� FI ATH FAD WOOb SCI([WS n� / FKI IAIOR GxTPA%11[` _ ({:J �-d• n9 PIIILUPS FIAT HEAD WODU SCREWS '� � 17 115E 3/h"LENGTH FDR 6'-8"OWNS q USt 1"Lt Ni,IH FOR R'.0"DOOR; � / LOCK JAMS {//� __HINGE JAMB _ :)% OUTSWING SHOWN INSWING SIMILAR \ S J OUTSWINO SHOWN -INSWING SIMILAR r �/��/ REE-HANKS •BA.Da.AI, u„ki Pam I..r BY c t �I°,�I/, UA7F Ldr1A RY DATE "°a_°°"h°°St'^P°IN. �. dnDnun, Nnnl.ramlw cl "/IA/u BY OATC _ walk, Nvrt��vdnl Lau D I '19/I4 ' —.-_ - _ _ __. ..-- .)SU:.v10 ♦UIB vJt_ WS 03J, Ul'J 111/4'MIN.fMRFpTVP TYP. GROOVE DIMENSIONS SEE TABLE f � a ".- - � 2x eucK ANaoR raelE LzxwDDDBUCK 7%WJODBUCKINSTALL - - - ANlH00. PCR BUCK AHCHOII IABLf FR' ODORS B'0" ODORS 4NCIlOp MIN. MIN.EOGE MIN. CCNTER ANCHURT'P[ SUtlfTPAR OIST,TO TUCENTFR MAx,O.C. NU1%.O-G NIJf EMBEDMENT SUBSTRATE DISTgryCE C�2X wODD BUGK INSTALL. a` 7K WOOD BUCK INSTALL. sPAcur, ar SPAONGAT _ _ .. .. _... .. /AMBS IAMBS RW iAYC°" ""' (uIULN"L/CMJ '-'-I/H� bl/2- °- - ?5' 31F"'' _RA^ wNL NUIk3: tLCU UI IRACON 1/4' NNCRCTF(CMU 1" 4" /5' )OLd' _ ''""� `M° 1]xBU[KISWUIfUNIN5Tn11quUNAISILI. -� � --- � :. ANlHUHS MAY Bt SIAGGCRCD A.S SNfIWNIN Ut TAIL J/.l. H-M9X21i 2'PNf HARDWARE 6/p %IR!4"PEN 1 MPI STRIKE PIAT[RE 15-RR%13/H'PtH fe'-0`UNITSI 4 MPl $70. CPW ESC W 1 ( A8'-0"UNITS COM ES W/NARDWARk _ d � xR X 1 i/H" PFH 2p —�'i /1 - `� I NFINfOACEMFNTDIa1F '^ � HOPPk MLS1229G � Y J � FKi[AIGR F)ifRIDR �k. _ /� INRgK7A � 3 � NIFAIOR � � _.-_,_ ^-~��� 11) Ll ,� ROCKWELL MULTI -POINT LOCK JAMB 5 HOP_PE MULTI -POINT LOCK JAMB _HOPPE MULTI -POINT LOCK (//�E}�-\� OUTSWING SHOWN•INSWING SIMILAR 5 Ol1T5WING SHOWN -INSWING 51MILA0. \ C /TOP REINfORCLMENT PLATE-ACIryE PAN[L ONLY DATk: 5 _ �:� DWG. wa 8-R`•%1l/. PCH 9�d9%13%4"PFH 3 Rn% 13•MP%170"PfH'6'-B"UN �� (6/H AGH 0" `W/SflllxE HARDWARE IS) ANE 1�xeXl3 H"PfH B�0"uN:f51 UNITS COMES W,� HANUwgRF � W/]I RIKY HAN'YWAHt ) 1 MP111 NIK1 VIAtI, q. MPl 5fR1Y,L PIAI U rNyT,ESTF' _ _ _ J-xeXl3l8"C€II - 71 _ _�� .-HFINFURCf MCNT DI/,TF � Iti' '----.��-/ � ` _ �� _� IIOPPE R)512236 / ' EXIFRKIA / C%1lftICN � �� " _� -- -- i� �`* v� I � � _-- NIENIOA � •� •�\ I i -__. _ '� � / - � � '\ Lrl� Il � _�'� _ - _ S t� -`__`- S_ tl ' -- — Jq _ ROCKWELL MULTI -POINT LOCK JAMB 5 HOPPE MULTI -POINT LOCK JAMB _ __. _ _-_ 6 HOPPE MULTI -POINT LOCK �� OUTSWINGSHOWN-INSWINGSIMIULH � OUT5WINGSHOWN-INSWINGSIMILAR 5 TOPREINFORCCMFNTPIATF ACTiVEPANELONLY DATE' ��� DWG. GL �-- fILlnlrn ^^ .m o��.na.e"�.,^'-rrm l:` '°" ,H n +, nw: �. `��- \N,r. JC'' *�\��S F .O v ;��(��' I!'tc` ��' ...•F... . O � � : ���G Cl':-"P � � o�F BL Ui1��a ���; I�1'�i�LTRfRIL�rS \�` ,+..."'T(iG11YYk8e�lr ry ,..,...,,-, a. N+.n - ... wp'•I,N ^w "-o imn�::.'..w� .�_ o � w� �`� `\\\ f/�'/ • \� �G F. JY/O � �,... .w`,N/j• � STATll7t r � ��C)''• F( Q•-: (U � � � • •• .�O � � Y� �,�� r'�I c'` vU�fe ������\ , , I^�^ � . „ ,.. i ur "GNT~U No.awu..+..s,.... _ '^"�"'+� ��.,^ �,efrww2v�iw.n . "\\ � P J' mn s• s\M� r / P � • _ y�`�''..' V -' STAR F � 4' � •' ',N 1 , � • VFCI - �N.tY4y�9e&�' IpN La, a DATE 02.05.14 DWG. Y CHK. Y: GL TJM SS�MSS \EATS NTS .. ...,,,f 02.05.14 Y CHK. Y: GL%TJM SS%MSS 02.05.14 U DWG. •:A010861A T. CTIK Y: TJM , SS MS5 SHEET. OFB KALE NTS 3 Dwc. SHEET'. 1cALt Dwc.a u: g010861A _ NTS _ _ A010861A OF B 5 SNCFf OF8 S 1%`NWUBUCK MIN t " _ IDPTIONAII LOGE DIST SEE TARE SFIFFi E y a 5$ • / Fh� � // CUNCNETEANL-HOR ,�. I- S[f TABLE ON SREET2 C � � // � � � • .' '• � � �� BY UTH ERS/ / / O 5S1 �-`. '•' •.•A' � � �CU"MtiONRY - Ix WOOD HULK -- ---�-- RY OTHERS � // ///////�l (OPTIONAII I / 0.25^ • II N � f // /�I--.K � ^ � -1-F— MA%. d S „� � L' / ARM -CONCRETE ANCIION CDNCgETE/MASONRr qY OTHERS SEC iA01F DN SHECT 2 MIN. (MBEU SCC TABLE SNfEl2 1 HEAD TYPICAL _ � JAMB (TYPICAL ( � 3 OPERABLE SILL � OU75WING SHOWN-HY$WING SIMILAR 7 Ol1T5WING SHOWN -INSWING SIMILAR �� INSWING -NO ANCHOR REQUIRED �� ENDURA 2AIL4565F SILICONE �511 ICONS �-$1lNVryE d -.- - a A n -- v a 'v ' < a - A a. a � CONCRETk/ COrJCREit/ �. -- - MASONRY � LONCflETF' __ AY DTHIRS � BV DiNCRS �-' �-�- MASONRY ___p��,� MASONPV tlYOTIIFpS fgLPagFnN Y � BUILD INC. F IN�UHOPS a - wR ^-.la,e Ie:alad � _ - _ --- Bal or MnTrNna ZU ROCKWFLL MULT-POINT LOCK 21 FIOPPE MULT-POINT LOCK - IItMp UtSCi<IVTION MATERIAL W/$Ill SHO01 301T PLATE R)098911 - _ � -� � � ��--_--- -'- NGk NJUIN LED PINE F' - SU D P NF � AD IA Q C FRAMENE / MBS NgrCU VENCFR TAM LVMPF.R - O COMPOSITE T (NOT U1tUl B � � ___.-_ �--•••-I�I���---- ^• _ .-. ... DURA2NL45r.5FTHRESHUtG - O 5 EN of f,U 1.2)uJ rHNf SHt)IlI - __ - -.. - ... y 5-��4F(O A]TG/P 2rNI1THRE5HULU 1 - - - Acrn � aR, IHNf SNIII r p ���- R AFCD A•Ii]IIIMI SIIu'. 11 r-IIc, H �--- - O®°o ®�(. - - .. - - --- o LJ U ENDI,Rn /UHT SI�SFt P.SNDID -__- Il O •\ _ ' 1 � ND.E �-�T, _ rtiG�R IG CNOJPAIIII/xX1AIM INLIfl11P tf R; LQ ' •-Pf, o � DNE'�ANFFG�Mtl a e.�' ®° Ti WT.+TI IFR;TPIP POIVETHYI.ENF '7 11 NVN-(UMPRESSION SHIMID ls'MAx TRH.) COMPcSDf �� o k=5, '0 17c, HANfiLE -__ o e 13 - (NUT USED' H.IG I � � � 14 /NUJ IlSt 11) � (:)o �° _ .... - o ... I 1S xIC WOOD INSrAIIAT10N Sf.RFW W(11/2 MIN (rAtltDMENI Silt( o o `J '- --' — o N � -- CJNC. 2 A 31 -- 16 MU ANC TUN (SFE 4Nf NGR TAPIF SHE $TCEL M _ - 17 /L Bl1iT HINGE (SEC SCHEDULE SNEFT S)�S .TF.FI .__ ._...� _. -__ _ g IR K.vIKSCT LOCK SCRILS M100 - StEEI -- ''-' o - -.___ _-_.. m 19 NWIKSFT FIIADPOIT SERIkS/HD tiiFEl y, � I ---- - - �--._ __ ___ ..... - _ -_.... O 7U PGCKWfII Mlllll I•UINI IUN(LI AICN E7IJ?R7cBER UNIT o ST[ll aKrPnarnq. '/Ul` BU IL UIN IJHOPy, Try C:, � 1� cK�.,.e ya � � I 1-]%WOOD BUCK �" / 'I I FD LUST. � G W L /�/ WOOD AN(IIOR SCE TABLC SIICCiI Avg SfE iARIF ON 9HEFj2 � � I 'Y � / SILICONE 5 J � I 2X WOOD BUCt � i° ( ,.. '�\ / � � �w-- ______ - j �/ //�////// /1 '� < i /i /� B n• �_,�„��' o - � � MA% 1 �\ ix WIK)D nUCK WOOD aN(HUR SHIM `— `_ SFF (ABLE TIN 51IFFT 2 MIN. kMtlkO. SEE inelE SnEET 2R �\ _ HEAD (TYPiCAIi_ JAMB (TYPICA�__ OPERABLE SILL (� OUTSWING SHOWN -INSWING SIMILAR 6 OUTSWING SHOWN -INSWING SIMILAR �6 INSWING -NO ANCHOR REQVIgEO EXDURA IA114565F SRCONE SILR'ONE SILICONE l -`= __ _' ��l ter. [XWWUtl11CK "� J%WWDRUCK _ _� .- � ,.�� �` _ �� _ - 1'I1�' - - -�- ��-` � rf,."" _- � �1 `2x W(UD BUCK 1REPngfPW /� 1(/J`\YII� BUI DING DROP R,LF�C. ,s•r II o" n,. ,K• �. w1e,Nw..a I Q 7 O Q q Ci � 1: Y( a O � � ~ .-, �� m � C O< O Z � a ,� =' Z o Z O [1 C � � P - a°A� ��n0 ,. A s 3r �-- ^ < � =� '"� W: �. F-�' �; 1•-^. O � Z O d � F a � Q x � O� .( O .• F- � Vl g2 ° Z 02 W 4 a � � � V I" Z ° � �:: � ti ��^iy�6 Yo"�^ .a, � &�'- S a � - � •� "- �� � 3 � LL z• wn JS�• �i F"'1,' , � ° 4 � ° z � O :C s( Q~ A �] �� � _ Q "O o, z_ �' O 2 t7 � O 3 w Y $ Hn„v � O �, � o � � � ' 7 -: •' �" � 7 Ste-" a � n �', G'a �." I� Imo' �. � Rf MA UINI,a Atf 1�Fn"RYS 1« d -� . _ _ al - _ - REMARKS RV DATE RF. MARKS am uA.R, m,Aw•Inn.rt BY DATE m nn don NI":n(uue ro"I (nrY - GI /LF/i ^If°R �pn - - 7 � - - N^� S, �FF�� 'I\\\\� �^Iy� - 1Y���\1,�G��� % N •T3 7g #r'� ! #• = SIPS U� a � U,f, .9i 17yg101",f j`l` '��� - %/ G\1`1 � %. Fs,�yx gyp.. �A�a1° \ „r, yy ru,_Ii :.., .x w �A.dmxea n;s � OPERABLE SILL 6 OPERABLE SiLL _ OPERABLE SILL _ C� OU71WIN4-NDANCHORgEQUIRED INSWIFJG-NDaNCHORREQUIREO OUTSYVING-NO ANCHORRLgUIRED AF[O }2297 � AFCO A-1T6 P-3000 / �AFCb H•487 SILICONE SII ICONF / SII1CONf x __�(/ �-�-�— „,. '- -�`� r-2N WOGD qJ(T �� !� 7% WOOD BUfA ``- � i-_!%WDUU HULK _ Y,� � �-' "��-^-=_�'` g OPERABLE SILL _ � _OPERABLE SILL OPERABLE ADA SILL \.} \6 QUTSWINGNOgNLT10RREgUIRFO �% OUTSWING-NOANCNORREQUIRFO \6, INSWINGJOl/TSWING NOANCHOgREOUIR[D AFCO A-11) � ENDURA ZOBLd15R5F ENOURA HCI50o0 � � ^ '� .wew mu\\�-"��... yy \its F . _ ,'' :. N�o 7� s v �IS�TATt. F ¢ 7,1 •. !-y (U - � O,w :,5((�y�oP, .' =41, �i •••�•''� V \� � p1 wNBtp \ \ '�nr�l.+�� .adil� I.vua.e. ,rI «^, A"I'�'�nn•.n n+e _ OPERABLE SILL _ OPERABLE SILL `�� OPERABLE 51 � LL J5 AFCO 1-J797 AFCA A-27 P- q �UTSWING-NOANCHOR REQUIRED DUTSWING � NO ANCHOR REQUIRED � � - � INSWIN4•NO ANCHOR AE UIRED W Z000 AFC(]HJ97 SILICGNE swcarJL _ SWCDNE - '� � d d A A .�-�. 1IIL ' A M1 d A _ � o . d 1\ � C v --CUNCPETF/ - WNCNETE/ �_9�'--��-�- MASONRY �`. •. _ CONCRETE/ RY OTHER$ -8 _ OPERABLE SILL YDTI"E5 OPERABLE SILL tlY OTOHER4 [� OPERABLE SILL �9 ` OUTSWING-NO ANCHOR REQUIRED OUl'SWING-NO ANCHORREQUUIED �UTSWING/INSWING-NO ANCHOR REQUIRED AfCO A-117 ENDURA ZOBUS45f - ENOUIaNas000ADA NCI( WFMutll-YVIrJ11tINl Vl lgllH klfltri ltlUtl UIINII I-. - UPYE MUII�'UIN, HAXUWAHt Hl S'M)Up STCCL � �'r� II;(((II ): - HOrP[NIUII.POINIHIAI)SHUUIIUNIPInI1(HaH7MU'JI SItEE 1° -- - -. - O I xI IIOPP[MUL�P01M HFnDSHDDT RnIi PIATf qll xH7H1913 STEEL _.r -.. �. _..-- { I�pRr � - I1�+�,II1 1 IP' �-.-_... /�!J --J 3�5- E- FRAME HEAD/fAMBS \) ENDURAZAIL45GSF AFCO1-2297 � 1 1_. _ � _I,--. _. _ �5� -- --- 6 AFCO A-276/P�21A10 ,L HEAD SH�GOT BOLT PLACE (LH) � VARiFS, SEE BOM ABOVE C / THRESHOLD _ IIINLSHULU C � IIIRLSFIULU ` 2� N ./ '/' %,, .--___ Q _ �;�,.�%.tea �, n " // FY'O� y- __ _ � � - I j I � / I �- � dSnJ' - I-- - + I ny —I F 1/s (/ \) ( 1 ADA (/T HEAD SHOOT BOLT PLATE (RH) 7` AFCOI-497 T'IRFSHOID � AFCO A�117 THRESHOLD' - ENDURA ZOBL4565F _ - ENDURA HCI5000 — \-/ �a� \ � J IInILS11ULU C1� TIiRFSHOID \"� .� I r _--_-_,_.._.u� .V__, = � .. _ ��m o " � WY�Li�'-^�-a ��y�` :,�, - "V ""-,""y � I— � - ''�- ° A��nJ�' 1 pAf-'F /U `" Q- •"Y• r. � /�, ��ZV':'�y(. �• f/�;�,QO �i = i .N?�i1t;1/Ifr # - n 5,A OF a - : O .'rE ("JR1DP.� � 1L'' ''. �„& a ,, +y^�p/g�� \. ..(K1"SAY�l9ril;L`r'1" ,+ ... uniE 02.05.14 __e., GL TJM 1(SS MSS DAZE 02.05.14 DWG. Y' (HN V: GL JM SS MSS DnTE OZ.O5.14 S(ALI NTS UW(i. Y CHK Y GL TJM SS MSS "w"°�AU10861A SUIf: NTS SU1E NTS cHFel DFR owc. R: A010861A �OPTIONAIIY, ANCHON CAN PF rLA^.fU IN NANRDW SF crinN OF MFAO OR IAMB AS I DNG AS MINIMUM FMULUMk NT ANUkOGE OISTANCC ARE ACHIt VtU pDPTIUNALLY, ANCIIOn CAN P[, PLACID IN NAgNOW SECTION OF MEAD OR JAMB AS LONG Ai MINIMUM FMBEOMENT AND EDGE DGTANCE nRE ACHIkVED. Dwc x: AU10861A "SB' ��"� �-- •I o ' "'- c 1 ><• � �_ A I • u'� 8 SHEFI DFB � SHEET: OFB 7 J. ,afF�"'��-�, - L •;'�. ... .! � I ram. s:• ., ' r., - q I d'�.r. LJ:� L'C t•! e>� ��'. �=' �I",f"+J s14r.lh-�'� �.,� l,A -� .Fi t-J lr�-+gJy5 +7�1}l �j�I�R'F�!�� M,• . �F�•r1fl, [ .I%7.`- • lI w ✓r'::.� I }. �.[ _. h.-r. "'� iiI• .i'PL'Yr' i.l� Jfns.�.�- rl . L- R '.E ,�.r-;�T1':i -. - 11 14 1 1 I 1 I _ I I I _ I- !1111, 11 11 it Y_I_ L_ IL1I III rIII I I I I_ I' ''I 1 7 III 1" i 1 11 1 11 _ _'_1 __ I. I I I I_ I I.I I 1 1 1 1 1 1 Y FI it ApplkdIJuu Iype Code Ver Sloll AppllcaLl SL!Lus C:ul IIIne11tS Archived PiudULL Manufacturer Address/Phone/Roan Au Choi ized Sig na W i e Tedinlull Rgnewentative Address/Phone/ lYnail Qnallty ANsrnance Repiesentativa AdLdr esN/ PI lone/ Finail (!AtE.gory Subw toga y Compliance Method Certification A(Il Validated By Referenced Standard and Year (of Standard) LquivulenLe of Pruduct Stancllyds Certified By FL10970 R7 AffhmdLlon 2017 Approved JUL) WLN 3737 Lakeport Blvd Klamath falls, OR 97601 (800) 535-3936 floc 1@ leld- wen ,Conn Jason Kantnla ftxa0ldd- wcn.com JELD WEN Coipurdte Cusloinei Seivke 3737 Lakeport Blvd. Klanalfi Falls, OR 97601 (HOIJ) S:1S-a936 ulslonllasra vLLcagen L•;Inddd-wen.wm Windows Single (lung W, 6fica Uori Markur Lw lg National Accreditation & Management Instil National Acu edltatlon & Manager»cnt Tnstltute Standard Year IAS 202 1994 v I affirm that tfierc are no changes In the new Florida Buikding Cone which aftP J u!y pitxluct(s) and my rxndi rhr) are In Compliance with the new norlda l lldhlg Code. Da:unwnta Non from approved Evaluation of Valid ition Ent-ty Yes No N/A Prorlud All ua vat Method Methocl 1 Option A Date_ Submitted 07/10/2017 Idle Validated 0//10/2u1/ Dale Pen dhgd 113C Approval Date Aprxnvwf 07/15/2017 -- MASONRY +4. MAX. ° eNreo Mr evr (NCTL 210-3858-1A) U J/8" CORNERS FROM 4 D.C. MA%. I V4• d MN _ EMBEDMENT V4� 12 /8'1/4• pax t 1/4' MIN EMBEDMENT-{ 1/4' Max D.C. , SNIn I-NMAX. SPACE SPACE. /Y 0 - o� a t 21Wi2• O V I I ta.a! me a Dpv CORNING ' GLAZING DETAIL C d TYPICAL VERTICAL r FRAME SECTION fie NOTES QS CaPr.Q. Nt OMd OpeH DOW CO1hJING t 1199 SILICONE TYPICAL HORIZONTAL FRAME SEC IILIN NDTD Caulk b.teeen "nit and opening. 1 GLAZING DETAIL ..... .._ .-._.---...___. 3 1I//1` MAX I WIDTH (say MAX.)__ SPACE Max Frame DP IMPACT --WINDOW - 152Ygl x 72" +50/-50 1 NO TYPIPP NE ATI❑N WITH FASTENERS General Notes: • The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1 . Seal flange / window to substrate. Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use'/n" Topcon fasteners through frame with sufficient length to Code including the "High Velocity Hurricane Zono" (HVHZ) and the penetrate a minimum of 1 1/4' into the concrete (Min. fc = 3000 psi) industry standard requirements for the stated conditions. or masonry (Conforms to ASTM C90). • All glazing shall conform to ASTM L1300. 3. Host structure (wood buck, stud framing and opening) to be designed • Mlnirnurn nominal glazing: a/1," monolithic or 1/8" insulated and anchored to properly transter all loads to the structure. The host • Installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for • An impact protective system is required where wind borne debris the project of installation. protection is required by local building code. II IIF 4. Fasteners are not required through the sill • Maximum sizes are buck / net sizes and do not include fris%a} g s�fh7 This schedule addresses only the fasteners required to anchor the product to ♦♦ �� PROJECT ENGINEER: DATE: 3737 Lakeport Soule ♦ earl r performance I 02 24 2010 achieve the rated design assure and impact a ormance where applicable) e u 9 P P P ( Pa ) P •• \ •• r wN BY- -- sale JELJ7 Y I i.aN Klamath Falls, OR 97601 i4 to the size limitations noted It is not intended as a guide to the installation.Z' ; % O TetLlaff NTS (541) 882 - 3451 process and does not address the sealing consideration that may arise In different. / N /7 7 f wall conditions. For the complete installation procedure, sea the instructions * �r _xaJ u' r r packaged with the window or go to wwwteld-wen com/resources/installation. Z -0 T T 9� aaRRovEDer: Builder's Aluminum (4100) Single Hung - �C�. �TrPAOJEr Na: Masonry Installation (52.125" x 72.00") ��w This drawing and its contents are confidential and are not to be reproduced or ry C` LUIIJGt/fESE. EJL -- copied Irl whole OI In part Or used Or disclosed 10 others except as authorized by ��A1� q�,rI�, ,♦♦♦ IDENTIFIER rya. PANT Wore AND L"NON: CAD nwr,. N,1.. Rrv: SNFr� JELD-WEN, inc. 19!tu:iA rmw AT' Gie MY44099 Venice Window Division aA41W NCTL210.3606• A 01 1 of 5 A' MAX. 14.3/8- FROM I.C. MAX. �ORNERS T- 13" 1 SPA MAN MAX. SPACE DOV CORNING s 4'e U99 SLLICnK GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION NOTE, Caulk bet ... n T unit and opeNr!g, 8 _ a. V7DOV CQiNMG 3 It"SILICONE ��- I w.n�prt / NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL H❑RIZ❑NTAL /l I FRAME SECTI❑N GLAZING DETAIL NOTE' Couik betr•en unit and 1/4' MAX '-- opening . ._ wlNoow- w1DTH �5y�• MAx,) m""'T v�i• V TYPICAI ELEVATI❑N WITH FASTENER 5 General Notes: - - • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated Conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/,o' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code • Maximum sizes are buck / net sizes and do not include fir����,}1 glts�2�� This scliedule addresses only the fasteners required to anchor the product to ♦♦ ,Q achieve the rated design pressure and impact performance (where applicable) up ♦♦ �Q ,. " to the size limitations noted. It is not intended as a guide to the installation Z ; • \/. process and does not address the sealing consideration that may arise in different` N a 7$/ wall conditions. For the complete installation proceduro, see the instructionZ packaged with the window or go to www jeld-wen.cwm/resourcesfiinstallation- This drawing and its contents are confidential and are not to be reproduced or �O� rolq e v e copied in whole or in part or used or disclosed to others except as authorized by �i��}�{?'Ly JELD-WEN, Inc. �,gANNAf,o] "weE c 14 W?wnZA 14 3/5" 41S' MAX. FROM CORNERS os nr v..uL SHIM SPACE Max Frame I DP IMPACT -.� 52 " x 72" +50/-50 1 NO T Installation Notes: 1 . Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrato a minimum of %" into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of Installation. 4. We recommend using Tegratite" installation /www.'eld-wen.coin/newinstallaticntechnology!) for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ wall thickness z .050"). Nail Fin extends approximately 1.258" away frorrl frame. PRO7FtT ENGINEER: DAI E: 02/24/2010 E �N 3arn Lakeport Boulevard 97601 ' O Tetzlaff SCALE. NTS J L Klamath Falls, OR 97601 (5,11) 882 - 3451 c D av: rITLE: AP RRCVED BY. Builder's Aluminum (4100) Single Hung RC)ECrNo.: Nail Fin Installation (52.125" x 72.00") R ♦♦♦ IDENTIEIER W. PLANT NAML AND LOCATTON: CAD DWG. No.: ICLv: E lot zin�gsrs MY44099 Venice Window Division BA4100_NCTL 210-3656 A 02 SHET .1 of 5 ^.. ISIT MIN. sTE�'i STUD 3 Thread MIN. Tr Stud / `SPA Max / 7" 1 SAPAPa D.C. � \ MAX. 1 /•'urn" DDV CORNING i =vr it" SILICONE 7 GLAZING DEraLL TYPI�AL VERTICAL FRAME SECTTnN NaTD Caulk oet•.en unit and dP.-G. yM`I _ DOW CaRNING / 1199 S1lIr.OE l GLAZING DETALL 1/4' MAX SHIM ...-. /-SPACE WINDOW W10TH (52)6" MAX.) 4 TYPICAL ELEVATI❑N WITH FASTENERS Gonoral Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code including) the "High Velocity Hurricane lone" (HVHZ) and the industry standard requirem;.mts for the stated conditions All glazing shall conform to ASTM F. 1300. • Minimum norninal glazing: 3/16" monolithic or 1/8" insulated. • installation methods may be interchanged within the same opening • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include fir�ssa}t tllgffs�. 1 This s(:hedulo addresses only the fasteners required to anchor the product to ♦♦ achieve the rated design pressure and impact performance (where applicable) up �� �� .•''�•• to the size limitations noted It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different: :%N 7• wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.field-wen.com/resources/installabon. 10 T O This drawing and its contents are confidential and arc not to be reproduced or ��EJUNy T,vfD LUIfaDtl!RJrS, rvi copied in whole or in part or used or disclosed to others except as authorized by N BL �, JELD-WEN, Inc.JI FOP[C ffIkIZAI STEEL STUD NAZI, FIN (NCTL 210-3656-1A) 3 Thread MIN. Through Stud --+-�- 18 ga. MIN. 1/4' SHIM STEEL STUD_ _SPACE MAX V - V SV FYPICAL HORIZONTAL FRAME SECTI❑N NDTE• Caulk b•t•een unit and opening, Max Frame DP IMPACT 52 e" x 72" +50/-50 NO SIB EL STUD STEEL STUD 1. Seal nail fin to substrate. 2. Use # 10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. 7 PF.I.ECT ENGINEEn, DATE v 02/25/2010 JELN 3737 Lakeport Boulevard "pO . st ALF Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 U BY'. TITLE: APPROVED BY Builder's Aluminum (4100) Single Hung 4u RT1PRaecr No.: Steel Stud with Nail Fin Installation (52.125" x 72.00") \♦` IULN I IEIFN No. PLANT NAME AND I COITION: rID DWG. iu.: REV' SHEET MY44099 Venice Window Division BA4100_NCTL210.3G5fr A O1 5 of 5 4v' MAX. -- 3 11 S/8' FROM ORNERS C O.C. MAX. 12 S/e' 1 1 D.C. MAX. � ' I s I v C� s r! I �- WINDOW WIDTH (Ullil' MAX.)-_ TYPICALTYPICAL ELLVATION WITH FASTENERS �- 4 General Notes, • The product shown herein is designed, tested and manufactured to comply with the wand load criteria of the adopted International tluccing Code (IBC), the International Residential Code (IRC), the Florida Budding Code including the "High Velocity l lurricane Zone' (HVH) and trio industrystandard requirements for the stated conditions • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: a/16" monolithic or 1/8" insulated. • Installation rnothods rosy be interchanged within the same opo-lning. • An irnpac;t protective system is required where wind borne debris protection is required by local building code • Maximum sizes are buck / net sizes and do not include firys�a}t t f 1g This schedule addresses only the fasteners required to anchor the product to ♦♦ achieve the rated design pressure and impact performance (where applicable) up ♦% P � Fore Cot Nn \ENBEDMENT SMJn � SPACE I In.r MR 1 1 COv CORNING -M• u99 S1L[LWrC GLALIND DE NAIL TYPICAL VERTICAL FRAME SECTION WOOD FRAME (NCTL 210-3656-1A) I/1' MAX SHIM 1 112' MIN EMBEDMENT- SPACE qn EAi NST &•• NOTE CaAand e unit and opening. DDV c0!N ING t 1199 SILICONE TYP1l H❑RIZONTAL FRAME SECTION NOTE- Caulk between unit and opening. GLAZINGDETAIL v+• ewx //- S'"EEI Max Frame DP I IMPACT 52 " x 72' +50/-50 1 NO -- ---- - ---- I Installation Notes: 1. Seal flange / window to substrate. 2 Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1 /2" Into the wood framing (Min. S.C. _ 0.55). 3 1 lost structure (wood buck, stud framing and openings) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4 Fasteners are not required in the sill. to the size dim^ations noted. It is not intended as a guide to the iIl Tetzlaff nstallation -Z' : ��C �; r0 w 7'__ -' process and does not address the scaling consideration that may arise In differant= x N ..7%3 7$% t 51 BY: wail conditions For the complete installation procedure, see the instructionE * <• _ _ packaged with the window or go to www.field-wen.can/resources!installabon = ygT I�� ANw vm sr: �,"•' q b • • �� � This drawing and its contents are confidentiai and are not to be reproduced or y E �T ;;,>H ��ZARTMROIECT No.:- i copied in whole or in part or used or disclosed to others except as authorized by ILG1FIDoNLttS. �� u yINC ��D p�„ ♦� JELD-WEN, Inc. nw�7�A Ora oH1ui}in1�N` n1 iMY44099 r-- 4)1" MAX. FROM 1 C.3MIA -I_ CORNERS O.C. MAX. T� SCAN 4/2010 iE ��T lane Lakeport OR levard SFAI F: -J� l� Klamath Falls, OR 97601 NTS (541) 882 - 3151 IF LE: Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") PLANT NAME AN U LOCATION: GD DWG. Nn. NEV'. S77 2 of 5 Venice Window Division BAAtOO NCTL210-355%6- A 1 -r lb Ba M" SIM STDD 1Meatl MIN TNauph T stop 7 O.C. `SINK Mal 1 MAX. SPACE f 1 r 7• -- DEW CIHMING D- - _ e GLAZING DETAIL I99 S0.1GDNt TYPICAL VERTICAL_ FRAME SECTION -- NOTE[oink b.tNeen ..N and opening, nor GD"NING D99 IILIEO,E Z f GLAZING DETALL VM% r•- SNI I�N 4SPACE AX 6>- �--- WINDOW WIDTH (52x" MAX.)_1 4 TYPICAL ELLYATION,WITH FASTENFRC General Notes • I he product shown herein is designed, tested and rrarluraciurea to comply with the wina load criteria of the adopted International Huilding Code (IBC), the International Resident,al Code (IFIC), the Honda Budding Code including the "High Velocity Hurricane Zone` (HVI+L) ano the industry standard requirements lu! 4le stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing a/Je" monolithic or 1/8" Insulated. • Instafiation methods rnay be interchanged within the same opening, • An impacl protective systern is required where wind borno debris protection is required by local building code. • Maximum sl/es arc buck / riot sizes and do not include firiviII }t t I I9d f�7 This schedule addresses only the fasteners required to anchor the product to ;♦♦J,• achieve the rated design pressure and impact performance (where applicable) up ♦ Q to the �/ Pd size limits' hens noted. 1 ' C< I Is not intended i \. dad as a guide to the install.: Process and does not address the sealing consideration that may arise in different.' N 7� will conditions For the complete installation procedure, see the instrucbonz III packaged with the window or go to) w aid-wen.com/resourceslRistallation. This drawing and its contents are confdcential and are not to be reproduced or copied in whole or in part or used or discosed to othr.rs except as a JELD-WEN. Irc uthorized by I t.sLG5ltii�l ;� STEEL, STUD (NCTL 210-3656-1A) 3 Threod MIN. Through Stud �- + 16 go. MIN. STEEL STUD IN [•� u � 1 .Ir yr M t TYPICAL HORI PINTA FRAME SECTION NOTE- Coulk beta".. unit and opening 1/4' SHIN SPACE MAX Max Frame DP IMPACT SP a" x 72' +50/-50 NQ 19 ggnn KIN s T131 slue - Instailation Notes: 1 . Scat flange / window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame wil sufficient length to penetrate a minimum of throe (3) threads beyond metal substrate (Min. 18 Ga., r-y - 33 ksi). 3, Host structure (wood buck, stud framing and opening) to be designed and anchored In properly transfer all loads to the structure The host structure Is the responsibility of the architect or engineer of record For the project of installation. 4. Fasteners are rot required in the sill. ;A 02/24/2070 JELL EN (Jam Lakeport Boulevard WNNv: SCALE: Klamath Falls, OR 9760I tt Tetzlaff NTS (541) 882 - 3151 CI_ Eb NY: tIl TMU: AP Over)AY Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.0011) RirvaolEtr Na.: `\♦ IDENTIFIER No. PLANT NAME 4NI' It zAnlW $NEt1 4 of 5 2„u MY44099 Venice Window Division 8�141001JCA21a3o% 01 _ ...-... .-_ 1 I I I I __L_ I I I ' LL- I I I I 0 L 1.... I Fi Y FL 16209 r.: AptlecAt- T'./pc P.e Vis,ori Curie Ver_Icn 2U17 I�,pllcahon Ska6J; Fending I UC /Appnwal HrCrll,red r Pr cli ,- r_ IYynu rsr_ N n r r KAYCJILTO Address/Ft cne/[mall 1 Nkmonal Drn,e (rc2) - J'91 E-:t 1 I _ IuntlncCml.Cpr dui r.m 1 : ILr'ilr ,rhlt Gr_oi _om Tr. ICI F. s•p:es-:r4,Nve eel undinc Adares;%Ffione/Cmad 4D Doge,St Will:• I.Y., \/I I I`. N` 1 II QL lity A-urar Fcpre:en[au.c 1 L�NI Ad.,r.­,/nh„TuEr 4n2 B ,yer : t wllllston, VT OE4' 5 (C L11 yajl :.Iur dir,41q,pr od,,t:;teen, Ce�q cry Panel wens `rn( T I my ,,I dint] GrmLhonx Methcd EvolUatl,xl Report Tom e F I -I ]a R. q sG-o_d Ar_httcc[ -r a Licen.ed Florida F'rofessv= al Enqinea r- h�,ilu,dlon Itr. ,rxl Hrn dt �, la.,-Im•.1 f IV -I-n7e Engjnee aAf Mrtrt Vh Verne wc F2�bertJ Amo, s-., PE. Ic �JaIt F.cpcT ;� n Iy,. .Inn r r•II I,, /V ?I:Ir:l N11 Irr.II: I:1 ICI, ,,uahty A aurar:c :1nQaa E,:plraucr, Date 12r31 _ Vd' jdteJ L. :.CeVer `1 Ixim, HE val,dan.-I C71ec4I,1 - liardey.'y Rtrely-ed [:er lillt:nlr :,(Ir 1 l:drr ltX H I.?,, r F- ';:31 'I :`. N 1 .I '- .• -.�..('T rtcrereneed Standard and Year (rt Standard) StandardYear ASTM D192i 2U12 ASTM D2P,43 20In ASTM D3o79 2011 ASTM Dc".3E _-01 A -,TNT D?-, =.4 2UT ASTM EP.4 2i 114 /JS I Ivl G 1 `S-U.`,a JU Imo. 6TVI:alence ar FY,-1UC standards Certified GyIT:,- da Licensed FTC'0,5 Onal Cngmeer a A,Lj et- t FIL.12;V F•- 6:.J E_- 2-4�'r FC.1 F'i '--•- -.r,'Ia._11:ra ;b P'.r Deal m; Tom the G_,:ir• n; I I rM;r,:,• I Iaeale,l `4111. i 11L,tl a, D ?at '_;ubrr(tied 1'ii FLIT-tiJ17 Date Val'.1atr:d 1J14/2'Ji/ ❑at1 Pr dmg FUG Approval 11 a a KAYCAN LTD D6 RICHMOND D6ASHBURY VINYL (PVC) SIDING w 1,NSTALLATIONANCHO,"GE DETAILS a�w GFNFRAL NOTES: INSTALUTION NOTES: 1 THIS PRODUCT WAS BEEN TESTED AND DEGIGNEO TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE i ANCHORS SHALL BE THE TYPE, SIZE, EMNEOMENT AND EDGE DISTANT-;ESHU.N HEREIN FOR a IFBC) BUT DING AP40 RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)AT THE DESIGN RESPLCTNE SUBSTRATE. PRI-SSURE(S) SHOWN ON THIS SHEET (SEE TA.RLE) .. INSTALLATION ANCHORS SHALL BE INSTALLED AS SHOWN ON THE "WOCU FHAMt e 6 TRUC I UKAL PERFORMANCE RATING (DESIGN PRCf SURF: IN PSI) BASED JPON SIGNED AND SEALED INTERTEK TESTING INSTALLATION' SECTIONS ON SHEETS 4 AND 5. z " SERVICES TEST REPORT NO. 101062528TOR-002, DA TEO 2,20o3 iCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 3 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT - O 2A A SAFETY FAC IOR OF 1.5WAS APPLIED TO THE MAXIMUM If S TFD I OADING PER ASTM D 62061N ACCORDANCE WIT(( TI IE I IMITrD TO STUCCO, FOAM, BRICK VENEER AND SIDING). O <g< CURRENT EDITION OF 14L FLORIDA BUILDING COOS (FBC'.)- SULDING AND RES1DFr4DAl VOL IIMFS 4. INS I ALLA I [UNANCHOR DETAILS. 2.2. BASED ONASiMU3870. ANNEXAWHICH AIIOWS UTII 17AIIONO1 A PRESSURE E EOUALIZATION FACTOROF 036HF'SLILTS IN 4A USE 0 14' IIIAMF IER x 1-1/2' LUNG RING SHANK KUGHNU NAIL WII HC.04O' DIAME TLR HEAD 9 U a A DESIGN PRESSURE RATING OF 138.9 PSF WHEN INSTALLED AGAINST AMINIMUM 1/10" (HICK SHEATHING. A NEGATIVE FOR SIDING AND TRIM INSTALLAI ION. m O DESIGN PRESSURE SIGNIFIES PRESSURE LOADING ACTING AWAY FROM TIIF SIDING SURFACE 2.3 DESIGN PRESSURE SHOWN IN DESIGN PRESSURE RATING TABLE ON SHEET 1 EASED ON INSTALLATION OVER SOLID .1 � ADDITIONAL -- SEE SHEETS 4ANU b FUR ADDI7 ON DETAILS w a T F z dI SHEATHING. SEE GI IAPTER 7. VINYL SIDING INSTALLATION -VCR FOAM PLASTIC SHEA7HING FOR ADJUSTED DESIGN S. ALL FASTENERS SHALL HAVE CORROSION IRtSIBi AN COATINGS OR BE MAUL CORROSION OF -a -1 2 O Y PRESSURE HtQUIkF MRNT3_ RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS _ C K m 3. ADEpUACV OF THE EX;Si INli SIMX: fURAI WCInD FRAr41NG f.OMPRISING THE ATTACHMENT S'URSTMTE FOR THE SIDING SHALL U. INSTALLATIONANCHOR CAPACITIES TORTIES. PRODUCTS HEREIN ARE BASED ON SUBSTRATE Y .- B LL p V7 F W W s- BE UETERM B4LU i O BE CAPABLE OF WITHSTANDING ANO 1NAN5FFRNING APP ICU PRODUCT LOADS IU THAT STRUCTURE AND MATERIALS WITH TIC rDl1 OWING PROPERTIES: i'7 IS THE RESPCINSIB IT Ty OF THE ARCH( TECr OR tNGINtFR OF RECORD FOR THE PR0.1EC T. � � n z u X Z 4. SUBSTRATES RECEIVING VINYL SIDING SHALL BE CHECKED FOR STRUCTURAL INADEQUACY, CRACKS OR DEFECTS THAT SHALL 6 2xWALL STUBS•MINSPECIFIC GRAVITY OF 0 42(EQUATES TO SPRIICF PINE-[ . . < < BE F1 MINATE.D 97 PLYWOOD- SPECIES GROUP I OR 2(APA VOLUNTARY PRODUCT SIAIDARD PS K I - N ,,. INSTALLATION OF SIDING ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUNU J;lb'THICK MINIMUM- S O OPENINGS SHALL OE DONE IN ACCORDANCE WITH THE CURRENT EOITION OF THE FLORIDA BUILDING CODE (FBC) -BUILDING °-- m8' OSB -SHEATHING GRADE (APA VOLUNTARY pRUDUCT STANDARD PS Yj MW:MUM. AND RESIDENTIAL VOLUMES AS APPLICABLE AND THE MANUFACTURER'S INSTRUCTIONS. $}b B. SITE CONDI I UNN FHAT DEVIATE FROM TIIE DETAILS OF THIS DRAWING REOUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED PROFESSIONAL ENGINEER OR RFGISTPRED ARCHITECT. g 7. WALLS WI (ERE VINYL SIDING SHALL BE INSTALLED MUST dt. OFSIGNFO BY A LICENSED PROFESSIONAL. LNGINFER, ARCHITECT OR OTHER DESIGN PROFESSIONAL AS ALLOWED BY AND IN ACCORDANCE WITH 'IHL CURHtNI EOI I ION OF THE FLORIDA VINYL SIDING SPECIFICATIONS. HL111 DING CODE (FOC)- BUILDING AND RESIDEN I IAL VOLUMES 7 1 MINIMUM SHEATHING REOUIREMENTS ARE SHOWN IN INSTALLATION NOTE 6.2 AND B 3. 1. KAYCAN BUILDING PRODUCTS VINYL SIUINU IS MANUFACTURED FROM A FORMULATED PVC 8. WALLS WHERE VINYL SIDING SHAI I BE INSTALLED SI DILL BE PROVIDED WITH A WATER RESISTIVE BARRIER IN ACCORDANCF POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679. WITH THE CURRENT EDITION OF THE FLORIDA BUILDING I;0UF (FHC)- BUILDING AND RESIDENTIAL Vol LIMPS THICKNESS THICK I III DING CODE AND SHALL BE A 8 1. A WA I'kR-RESISTIVE BARRIER 15 REQUIRED PER THE CURRENT EDITION OF THE FI ORIFTA III y 1 D8.HICK MIN. MINIMUM OF ONE LAYER OF NU,1b ASPHAL.I F'F.L1', COMPLYING WITH ASTM 1)226 FOR IYPF 1 FFLT OR OTHER APPROVED MATERIALS. 3. PANEL LENGTHS 31 00: 1: - Cr L ONG RtNMIn J Anxxuw, P E F It'xxln r• F N, . d:I /�% TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTAI I ATION NOTES 2 COMPONFNTS AND DILL OF MATERIALS 3 COMPONENTS VERTICAL INSTALLATION CROSS SECTION TYPICAL INSTALLATION DFTAII 4 5 DESIGN PRESSURE (PSF) RATING SIDING S�P,IF DESIGN PRESSURE (F'SF) RATING (SEE NOILS 2.1, 2-2 & 2.3) D6 RICHMOND - 136.9 --'- - D6 ASHBURY - ..--------- 138.9 ------- 0.020 0.156 0.125 ° --� 0.793 ° 0.750 0.15 0.250 ° 0.375 0.188 1.043 0.750 1.375 1.700 DETAIL A 0.042 2.550 1.700 1.543 -" id 600.750 (�)KAYCAN VINYL 0650 45` 4 3/4" J CHANNE ' � DRAWING NO, VJJ34 0.125 / /� RO.040 0.375 KAYCAN ALUMINUM STARTER STRIP/TRIM PRMUFF NH, 1082 DRAWING Nn, MAAS 1800LJA Ro 4,1 An,nn,u,, P E. I"..", P.F Ulu dG , !1] a � 4 _ a F w w _ .-_- 16" MAX. O C. STUD SPACING C7 x T ' _ SIUD SPAC.INf, > 16'• O.C. � w e~ on �`j Dgt w 4 aE dW __' ` _ _ 7/46' MIN. THICxNESS 7/16" MIN'. THICKNESS a SIIFA7 RING (KYWOOD/OSB) > � 7 / SHEATHING IPLr*000/OS8) D J / a- r =r INSTALLATION IN 10N N.ION ANCHOR NC40R w m Y ❑ DIY >O - E' xB i o N VINYL :40ING (1 �V / VINYL SIDING l 2 - M O V cR$ t � yy Of Sans 11.13" VLRTICAL _ . __.. 11. 13" VLH FOAL - -.- ANCHOR SPACING ANCHOR SPACING 16" HORIZONTAL 8" HOR170NTAI_ ANCHOR SPACING ANCHOR SPACING INSTALLATION ANCHORING FOR INSTALLATION ANCHORINQ FOR 10"_MAXIMUM STUD SPACING STUD SPq(IN(s EXCEEDING 16° FI,-I'ri"a'"a,52 (INSIAI I A.TION ANCHOR MAXIMUM- (24" O.C. SHOWN) FMME3CDMENI INTO 2X STUBS)(INSTALLATION ANCHOR LMBEDMENT INTO SHEATHING) 75 .75 05i0.002 � 1.145 4 •725 R14A5 LRi4.OS 01 55 2.98- 11.13 - -556----5,56 0.05 U SURFACC I USE 11 1/8" 1 '2 IJ6 RICHMUN I� PANFE/D6 ASHBURY DRAWING NO VSAAL-0800 PRODUCT NO 0086-VAS11D _ BILL OF MATERIALS I1FM DESCRIPTION MAT FRIAI 1 KAYCAN IJ6 RICHMOND SIDING VINYL (PVC) 2 KAYCAN D6 ASHBURY SIDING VINYI (PVC) 3 KAYCAN STARTER STRIP VINYL (PVC) 4 KAYCAN J -CHANNEL VINYL (('VC) 5 INSIAI.LATIUN ANCHOR: U.14" 71A. X 1--1/2" LONG RING SHANK, fALV. STEEL OR ROOFING NAIL WITH U 40" DiA. HEAD MIN. _ SIAINLESS STEEL 2 x 4 STUDS MINIMUM, SEE GENERAL NOTES 3. 6 AND 7 ON SHEET 1. EXTERIOR I INTERIOR 7�16" PLYWOG1)/0SR (SHFAi HING MINIMUM SEE GENERAL_ NOTE 7 ON SHCET 1. WATFR RFSISTIVF HARRIER SEE GENERAL NOTE 8 ON SHLLT 1. INSTALLATION ANCHOR SPACING. 11.13` VERTICAL SPACING (SHOWN). FOR HORIZONTAL SPACING, SEE TABLE AT RIGHT. HORIZONTAL ANCHOR SPACING (IN) 16" O.C. 2X STUD SIDING ';UHSTtiA IF. SPACING (:N) CO MPONENr - -- -- - O6 VINYL SIDING MIN. 7,F16- PLYWOOD/OSB 16 STARTER STRIP AND 2X STUD MIN. 7/16" PLYWOOD/OSB (2X STUDS > 16" O.C. DE VINYL SIDING MIN. 7/15' PLYWOOD/058 8 STARTER STRIP ONLY VERTICAL ANCHOR SPACING (IN) 16. O.C. 2X STUD SIDING SUBSTRATE 6PACINO (IN) COMPONENT 06 VINYL SIDING 11-I3 --._ - MIN, 7/16" PLYWOOD/CSB AND 2X STUD J-DHANNEL 16 MIN. 7116" PLYWO0010513 (ZX STUDS > 16" O.C. 06 VIN"L SIDING I 11.13 MIN, 7/16" PLYWOOD/OSB _ J-CHANNEL ONLY 6 INTERIOR OI �D 06 VINYL SIDING ' 1'6 VINYL. SIDING - I INSTALLATION ANCHOR - INSTALu11!(1N ANCHOR i 16" VERTICAL ON CENTER SPACING - 7X STUD FMR. EXTERIOR IJ 8" VERTICAL ON CENTER ALUMINUM STARTER STRIP ;,PACING - MIN. 7/16" $HEATHING � U VINYL AS VERTICAL U RIM 4" MAX. - AS VEP,TIG\L TRIM /i � ' (--,,)A UMINUM STARTER STRIP D6 INSTALLATION D6 INSTALLATION - I -CHANNEL VERTICAL TRIM ALUMINUM STARTER STRIP SEL AL' LMINLM STARTER STRIP INS'1:ALLATION FOR .ADDTwNAL. DETAILS RONn J Amm�oP. P r be r C No. 4Jrb7 IN,- -_pc Flo-P.F.. 016? .11.0 o - - SIDING PANLL UVI'. HI AP C7 W Of kid k4goCL 8" MAX. O.C. SPACING \\ i Zb twJ 16' MAX. STUD SPACING I YPI(:AI w ,?20 \ o>Cl&a L ^MT €� w u " � �( \ rr OPTION 2 ANCHORING TYPICAL INSTALLATION DETAIL \ (IS -40T EXACT PROFILE Rik E.SEN•1'A'1'ION OV 06 SIDING) m•r„x11 n =o P.L. RnInu F N d41:,:. FL N FL1tFL13-1-t3 AppII1_atvi, .1, F'PVIFIr1n c' Ida VAT '.,I1U 201 / ApFdiratll:m •,tatus Pending I UC Approval c:ommrrt� Ar 1lJ1v 1 1.. Product Mar-f.jAura IeAYUAN III D Addre75/IF4,,ir-/Lmall 1 Memorial Drive R1chFui d, VT 05TI7b I1 1 2) 2S T 191 BE _:+1 1Le lundlne�4.ppmduets.uorr AIltl-CRI,"rCj icrimturF JoeLundIn Joe.bLndil _ Tkpprcldr_L.c_m I, -,hriwnl FT-Tresentntive Joe Lundlne Address,/F ,rr /Enlall 402 Etl-yII.Y Wilkton, VT 0-549 (662)2`--9991 iCC. lurid irlcLi)lk _Iproducts.I_C In -I O1.1.111 tV A' r. _r, Raprea_rtative, Jnc Iln'dlnr. Arldrw ;/lEr./Finall Tn PJ y.r cIr Williston, VT D5405 Cb21 L'S.. )T91 Tue. Iw 1di ne%1Lpp1 vduda.I_ur I I I C re,4ory Ilanrl W,'Illr, uh Tte?-ry ;offlre ( 1mDllfin. r1. trlod FValuaticn R.epert trim n Florida R gistered Aril ect or a Llcereed Florida Pr, _1 -or,al Frglrew EVUI F.li ql P,-pl_II HI, Idl_ 1-1Y R., iv I Fl,reaLn r Cr Ar Tilet Name who P-tiu, L J. Alulu_rar, I IL 1 v LpeLiU 1, Ev51u-r1 fILBporL F4Ijy _IC 1 JE 49 _ /_ t) Quality A=Fi r- nC Fnflfl Ar hit-', jl T-SHnQ, 1nr QT IIty A>eCranr_ Contract LrT:Latlon Date 1 N Jl/2U Valldated by Steven F4IJF Ic. h, PL Vah.l3[ierl ChccFIL-t - Har'd_sFY k.xciw_d C .rflticat:. f inrlrq-l<-r1lt nCi, FI 1 iiTi-F,; (:C)T T.' r' 1 R,I 'v rNl- rfHf T T notrrenced c tandad and Y1:ar (,it F;tandErd) stain lat:LI Year ASTM DI9L'3 %ill A51 M D.'643 2010 ASTM D3679 _i Il 1 ASTM Do75 2010 ASTM Dc3. 20n3 AglM L330 2002 ASTM E330 1014 A6TM LA 55 USa 2t1155 LquIvalence :T Product Standards (:or Ufi A b i of I -I Ll n _d profL-II"IdI 6JUuuer or Al ehil ect 1 bS17J I,.i lUf1' __ "r ll ftll,.�f _�CUorls fiuD1 U" Cr �IJc I1r, IJucL APp' -:BSI Method Method 1 Uption D D,tu S,I 1-2/0 /1L11 / Date. Valldafe,- I. -'/I l/7O1 / Date PerL.OIni FBC Approval 1'/2O/21i17 /,-11100 FRAMING .1MLFS INSiµLEp_ ] O 24' ox FNm _ O FRAMING 1=1N y IIISMLLEO 10 ]♦' O.C. MA% (INTO WU(JiJ) DN f-(NANNFL /"_ (0 M.-1 f) INiTNLEU g0U0H IEG OR T-NAIL a 12' OMC. M/ (INIU MN YIEIEI'yA5(X(ry) FAY.M 016' L) - SiAPIfS wSTALLEe O f12' 0-C." ANN /_ WORD) IN F-crPNNEL SIT F., INb .= O 12" -L FIMI ' (wm N STAPLE INSTAIIEO ] SLOT OR i-Nw11 0 - S 1, ] J-CHM'NEL 5'.Oi N-, Nall KEM Wu \ IN VALLEYS 1 .JUFIIt�� / �f i!' O.C. W% (INIU WNCRFTF/MAy(WR5') G ONT-NN O 1l' 5 O.C.AN% (IM0 /'l �-GUNNEL �7 7 1, a`DFFlif WNCgLTL/4USUNYTY) 1/8" MAX.- /'-i�J-C.RM I-! '"-CONCRETE. �J -CONCRETE. �FA / GMU OR 1/B' MAX. WOODWO CMUOOR (NOTE 1) 1/8- MAX DETA_II, A B _DETAIL DETAIL C FASCIA F-CHANNEI, -2X2 WOOD BATTEN 11 14 ,J-CHANNEL I ;IAKyI sw R1 0 O J.L- Mnx prrt0 W000) N J CIIA'Kl WI STAPI ES INSTALLED O 24` O.C. INTO 2X2 WOOD BAITFN�� IFUWNG-INSTAW,11Un SIHEM, /Q TATTER ATTACHMENT `yyyBCCC� FASTENER SEALED 2.'J ll) `J / LN%. O.C. `.TARES INSTALIEU0 24- INTO / xA Nc .IAt+LES Iry SIN Fn J ODU VAFW OR THING SO.10 BATTEN (wT0 WOOD) w ATtnC11MEMT F.t<dENER _ ] W J-CNNEI SLLJIN 5 o 24. . u.G OR T-NAIL O 12- v c. Mnx (wry ��50F{'1I� �I CONCREIEJNA90HR1� Ur� JCHANNEL� / 1/8" MAX. 07SIWUS w;yALtED o_. 1z' pw MA% DNTG wono) .J-CHANNEL i-T slur 1/8" MAX. ��-CONORETE, "" OR DETAIL D DETAIL E (o°° I, DETAIL F J-CIIANN EI, J-CHANNEL - FASCIA J-CIIANNF•1. INII F. I: MINIMUM SPRUCE -PINE -FIR FRAMING 0 24" O.(_ OR CCINCRLTL/MASONRY. FASCIA EUILDINIC CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST HL MET. Rofiu1 J. Anuuw, P E FH4, P E NP 49752 KAYCAN LTD 4 N � r VINYL SOFFIT - SOLID AND VENTED 0 n WITH SINGLE SPANS 4 INSTALLATION ANCHORAGE DETAILS GENERAL NOTES; - '-' ` 2 DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) W 1, THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE INSTALLATION METHOD DESIGN PRESSURE NET FREE AREA NET FREE AREA �' VOLUMESRENT EDITION OF THEHIFLORIDA BUILDING COUP- BUILDING AND RDSIDENTHE VINYL SOFFIT SERIES (SEE NOTE 21 (PSF) (SEE NOTE 1) (SO. IN.ILINFAL FT.) (SO. INJSO. FT.) VOLUMES EXCLUDING THE HIGH vELUL'I TY HURRICANE ZONE (TYRO n r THE _ DESIGN PRF.SSURKS SHOWN ON SHEET 1 THESE PRODUCTS WERE I ESTED FASCIA / J-CHANNEL y TO ASTM F330.14. STRUCTURAL TEST RESULTS BASED ON ASTM fi33biq +66]/-63-3 N A N A 12" TRIPLE 4 SOLID FASCW / F-CHANNEL / / WERE DIVIDED BY 1.6 AS REQUIRED BV THE BUILDING CODE. N0. 0623 SCUD SOFFIT J-CHANNEL / J-CHANNEL 2. DESIGN PRESSURE (UP) RATINGS SHOWN ON THIS SHFF.T ARE BASED ON 10" F-CHANNEL / F-CNANNCi +66-7/-60 N/A N/A EAVE WIDTHS IN SINGLE SPANS. SPAN WI DTH9 AT I U 12'. 14"AND 18"ARL FASCIA J-CHANNEL / NEL SWNET u� HOON Si3F M2. 12" TRIPLE 4 Flllt-O-VENT FASCIA/ F-CHANNFI }66.7/-56.7 4. 111 4.18 3. THE PRODUCT DETAILS GUNTAINED HEREIN ARE BASED UPON TESTING ND. 0622 VENTED SOFFIT J-CHANNEL / J-CHANNEL "�- V U PERFORMED AT MOCIMOARCIMPCTURAI, PRODUCT TESTING, 11410 EDEN F-CHANNEL/F-CHANNEL +66.7/-66.7 418 4.18 u, ROAD. YORK, PA 1740. FASCIA / J-CHANNEL / pp > r eb.7 -60 4.18 4.18 F- 20 z 4. ADEQUACY OF TI 1E rXISTNU S I ltUCTLJRAI. CONCRETE, MAS(MRY AND 12" TRIPLE 4 FULL-O-VENT ECO FASCIA / F-CHANNEL r J S p A. x NO. OB N T ---- -- - It - WOOD FRAMINU COMPRISING THE ArFAC 38 VENTED SOFT J-CHANNEL J-CHANNEL HMENI SUBSTRATE BSTH EFfIN THE. / +66,7/-60 4.18 4.18 `cr O g0. y SOFFIT SHALL BE DETERMINED TO HH (:ARABLE OF WITHSTANDING AND F-CHANNEL / F-CHANNEL iRANSFFRRING APPLIED PRODUCT LOADS 10 THAT STRUCTURE AND IS I HE- 4ZZ- RESPONSIBII ITY OF THE ARCHITECT OR ENGTNEER OF RECORD FOR THE NOTE 1: DESIGN PRESSURE RAIINUS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON VOSd BASIC WIND SPEEDS. THUS PROJECT O ? G $k $ PROJECT DE`.," PRFSSURES AS UETCRIAINFD MOM ASCE 7-10 BASED ON VUIt BASIC WIND SPEEDS ARL PERMITTED TO RE MULTIPLIED BY 0.6 PER TI IF � N "g ua CURRENT EDFRON OF THE FLORIDA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE.�I- nz0Fi fi. OVE RHANGS RECEIVING F o0F ITS L i HAL OE Cf FCKF_ O - DF-R STRUC URA - r L NOT CE H - - ADEUUACV,DAMAGE:, CRACKS OR DEFECTS THAT MAY PRECLUDE THE E 2 S S EEr 2 FOR DESIGN PRESSURES AT 10 12", l4" AND 16". SEE SHEETS J ANU 4 FOR $IFIGLE SPAN INS IALLATIONS FOR SOFPIT FROM PERFORMING US INTENDED FUNCTIONS. SUCH DEFECTS TRUSS/WO GO FRAMING CANTILEVER AND OVERHANG EAVE CONSTRUCTION. SEE SHEET 5 FOR CONNECTION DEiAILA yy .�- ... -. SHALL BE EUMINA I EU PRIOR TO SOhF1T INSTALLATION. 6 INSTALLAI ION OF SOFFIT ANB ACCESSORIES SUCH AS CORNER POSTS. e 9 w� STARTER S'1 RIPS, AND TRIM AROUND OPENINGS SHALL BE DONt IN ACCORDANCE WITH TI IF CURRENT EUN10N OF THE FLORIDA RU4.OING CODE - BUR [')]NO AND RESIDENTIAL VOLUMES AND THE MANUNACTURFR'S INSTRUCTIONS. 7, SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINHEHING EVALUATION BY A UCENSED ENGINEFR ON REGISTERED ARCI IITECT R. SOFHf St TALL BE LARFI FD IN ACCORDANCE- WITH IH1: CURRENT EDITION OF THE PLORICA BUILDING CUUB B SOFFIT NET FRFF AREA IN ACCORDANCE WITH I HL CURRENT FDITION OF 1 HE FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHE.F F 1. Rvbgn J. arWx wo. O ID MAIERIALs: .F - .. -. r1u,Iaw ✓.t..- Au752 101 (� .1. KAYCAN Hl111 TIINPRODUCT$ B_TABLE OF CONTENT VINYL SOFFIT AND TRIM MAN UFACTURED FROM A TORMU I. A T E:U PVC POWDER COMPOUND SHEET DESCRIPTION MEF HNO THE SPECIFICATIONS OF ASTM D3679 1 GENERAL NOTES AND PERFORMANCE RATINGS 10.2. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM 15 MANUFAW UIR[D FROM 2 INSTAL I A"ION NOTES AND UP RATINGS At VARi0l1$ SPANS ALLOY WITH AS M E8 TESTED TENSII F B IRENGTII OF 21 KSI AND YIELD STRENGTH OF 988 KSI 3 INSTALLAHUN DETAILS, CANT IL.FVCR CUN5IRLJCFION 4 INSTALLATION DETAILS. OVERHAND CONSTRUCTION $ INSTALLATION DETAILS A THROUGH F 6 SOFFIT PROFILES 7 CHANNEL AND FASCIA PRO FI LF5 / BON / SOFFIT SCHEDUI F TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION - SPAN "L" SPAN "L" ---�' ~--EAVE WIDTH -EAVE WIDTH (ROOF /" J {ZOO OVERHANG)=" OVERHANG) �--- ��-CQNCRCFE. SOFFIT- CMU OR ?v SOFFIT / -CONCRFTI �` WDOD SFF DETAIL "D"-� SEE OFFAL: "C'�- SEE DETAIL "A -/ SEE DETAIL "R"-� - (NOTE 1) CMU OR I&I F,AVE CROSS-SECTION EAVE CROSS-SECTION (NOL, 1) SINGLE SPAN W/F-CHANNEL SiNGLE SPAN W/,i-CHANNELS_ F-CHANNEL @ WALL, FASCIA W FASC'IA END ,I -CHANNEL LRI WALL AND FASCIA END l SEE DETAIL "A"��/ EAVE CROSS-SECTION SINGLE SPAN WI -CHANNEL )-CHANNEL (_' WALL. FASCIA I.1 FASCIA ILND WIDTH F HANG) :ONCREFE. :MLI OR WOOD NOTE I) SEE SIIEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SEE S11EET 5 OR DETAILS A, B, C & D. NOTE 1, MINIMUM SPRUCE -PINE -FIR FRAMING 0 24' C.C. OR CONC RFTE/MASONRY. BUILDING CODE REUUIRLMIFTSS FOR 5UUSTRATE MATERIAL MUST BE MLI, N g W .>•n 45 0.084 004 G p V DETAIL A 12" I RIPLL 4 SOLID SOFFIT - VINYL N0. 623 W I �1171 21 yO¢4f(41LY_) -375 z G Yi DDT - DETAIL A JAIR 12" 1 RIPLF. 4 FULL S->-VEN I SOFFIT VINYL - NO. 622 1 45-�- j AJ E Nu. ,l 3 P y - 06 038CIE } -_�-yT' _--�1/---y- gC1AIL A '12" TRIP! F 4 F(Jl 1_ O--VENT SOFFIT FCC) - VINYL - NO. 61. 9 VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS o INSTA _TION NOTES: DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS ` M1 1 LAVE WIDTHS(SPAN3) 72"TRIPLE450LID/NO.062350LID SOFFIT 12"TNPLE4FULL-O-VENTECO/NO.0639 VENTED SOFFIT Q w 0$ 1. 1, THL INSTALLATION CROSS SEC I IONS SHOWN ON$11FETS 3 AND 4 DEPICT SINGI.F INSTALLATION Singlf pan Single Span INSTALLATION siij ro t SPANS FOR EAVE CON$I RUCTION OF TRUSSIWOOD FRAMING IN EITHER DETAILS A THRU F Positive Negative "C DETAIISATHRUF Positive Negative d CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, IHISDOES NOT IMIT .,L" Length Length (SHEETS SHEETS SOFFIT INSTALLAI ION TO THESE CONFIGURATIONS ONLYAS LONG AS MINIMUM IASTENFRREQUIREMENT SAND SPAN LIMITS ARE MAINTAINED . __ _ _ D&Co,E&F (1 .633 10 - U&Cor E & F 66.7 - -60.0 10 C 60.0 - A_&BorA_&C 66.7 60.0 12 St C TABLE ON THIS SLIEET FOR SPANS OE tU". 12', WAND 18`. --- - -A&BorA&-8fi.1 -- D&corE&F 55.6 •52.8 D&Curt&F 65.650.0 2. INSiALLATIONEASTENERS 12 12 A&ROrA&C SS.B i50.0 A&BorA&C 55.6 7s0.0 a R _ ur[&r 47.6 -45.2 D&Cor E&E 47.6 -42.9 OFF 3Gs 2.1 FASTENERS SHALL DC THE TYPE. SIZE. EMtlEDMFNTAND EDGE DISTANCED&C SHOWN lq - - - 14 42.9 A&BorA&C 47.6 .42.9 HFREINrORRESPECTIVESH63"rRATE SEE FASTENERSCHEDUL£TABLE ON THIS A&BorA&C 97.6 --_D&corE&F SH LLI 41.7 -39.6- 1S 16 _ D&CorE&F 41.7 -37,S JAn> MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INGLUUING BUT NOT LIMITED TO _ A &BorA & C 41.7 -37.5 _ A &BorA & C 41.7 -37.5 u < . _. STUCCO, FOAM. BRICK VENEER AND SIDING). EDGE DISTANCES T ALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL. 12"TRIPLE4FULL-O-VENT/NO.0622VENTEDSOFFIT n�o'-� _.3. FASTENER LENGTHSSHOWN IN THE INSTALLATION DETAILS DO NOT TAKE INSTALLATION SingiP Span z'V r'§dal L .ACCUUN I WALL FINISHES. WAI I FINISH THICKNESS SHALL HE ADDED TO THE TADLL ON THIS SHEET DETAILS A THRU F Po41Bve Negative Length l a 1 4 F KEOUIRED FASTENER LENGTHS. SEE F ASLHNFR SCHEDULE SHEETS Z 1 m0 3�wT Za St 3 2)(2 NOMINAL BATTEN INSTALLAI IUN TO SUPPORTING SUBSTRATE STRUC I DIRE IS THE LOT OF RECORD. _ 10 D & C or E & F 66.7 _ _-56.7 32 RESPONSIBILITY UL 1lit LNCINEER OR ARCI 111 _ A&BorA&C 66.7 GG.7 pH y0 I. AL I FASTENERS SHALL HAVE CORROSION RESISTANT COATiNUS OR RE MADE OF 12 D & C ul E & F _ 55.6 -47.3 A&8or A&C 55.6 r 0 J ,b., `'� CORROSION RESISTANTMATLRIALS COMPATIBLE WITH THE SUBSTRATE MATERIAIS. ON EHEE19 .55.6 D & C Or E & F 47.6 -40.5 RV 1- SEE AJl ALLATION MOUNTINri DETAILS AND ILLUSTRATIVE INSTALLATIONS 14 A&BorA&C 47.6 .47.6 EI,•'- 4 NOfi 3. A lU q-]! 4 [ A1.7 16 D& DrF&F t' A&BorA&C 41,7 FASTENER SCHEDULE _ -MN� NT conrnNCL r",.TrNr.Nue RIP ,oN .n „Ta.n ' cn 0.097" UTAMEILH x CONCHIAL 1- I/4- t T-NAIL OR MASONRY 0.072' DIAMETER % WVUD 1-.0' 1/4" 1-3/4" TRIM NAIL mJ. A-,. 16 GA X 7/10" WIDTH CROWN `.MAPLE I" MIN. W000 7/8' 1/4" FNGTH IFG x 3" IH WOOD -GREW OR M8 , 3' Fit TAPPING WOOL) 1-1/z' 5/8` SCRLw. ... 4/16" ITW TA,--.CON(:Hi1F 1• I_.1/D" f,ONCRt ;T SCREW I. MASONRY NgTE EMDCDMh NT BASED ON NOMINAL LENGTH OF FASTENER IKKUIIut, SorrE OR CHANNEL INTO ',JrORTING GUUSIROL W/O WALL FINISHES. WHERE WALL IINISHES ARF PRFSFNr, THE FASTENER LENGTH WILL BE INCREASED AS REQUIRED TO MAINTAIN EMNFDMFNI ) HIH INTO SUPPORTING St7RSTRATE. _ ____ _ _ IRUSS/FRAMING OVERHANG FAVE CONSTRUCTION SEE DLIAIL "A- EAVE CROSS-SECTION SINGLE SPAN W/F-CHANNEL F�CHANNFI , WALL, FAS(:IA0 FASCIA END F- - .. SPAN 'L- ----W"h WIDTH )F 81ANG) - \ "-LAVE 11IUli1 \\1(ROOF OVFR1LAW,) I~ ONCP,ETE. --- - CONCRETE. ;MU OR CMU ORF W;v b \ NOOD -tom SOFFIT // WOOD A Y� ;NOTE 1) •J NOTE 1 SEE DIZAIL "F" SEE DETAIL 'E' ( ) EAVE CROSS-SECTION b L SIN(,LE SPAN W/J CHANNELS fi s -.I-CH 1NNEL(9 WALL AND FASCIA END > C) EAVE WIDTH (ROOT' OVFRHANG) \�--EAVE WIDTH (ROOT OVERRAN;) �l �1_11T cm I OIL, / -CDN RIFT OR(Mtl OR I --J CMU OHWOOD / WOOD /� (NOTE 1) =r' SOFFIT--''` (NOVL 1) SEE DETAIL "A' SEE DETAIL "E"-� SEE DETAIL "F"-' SLL DETAIL -B.� EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CIIANNEL SINGLE SPAN W/F-CIIANNEI. .HCIEANNEI.(.L M'ALL, FASCIA pp FASCIA END F-CIIANNEL(, WALL,J.CHANNELG, FASCIA END SEE SHT ET Z FOR INSTALLATION NOTES, FASTENER SCIIEDULE AND DESIGN PRESSIJKE PERFORMANl E RATING 'TABLES. SEE SHEET5 OR DETAILS A, B, E & F. NOTE i. MINIMUM SPRUCE -FINE -FIR FRAMINC 10 24" O.C. OR CUNCRETE/MASONRT, BUILDING CODE NEOUIREMENTS FOP. SUBSTRATE MATFRIAI MUST FTF MFT, BILL OF MATERIALS 0 ` UCbCH TIfJN MAILHwI C i r I 'o,"I SEE 5CHEDU F ON SHI,ET I AND DRAWINGS _ VINYL 7 1 CKANNt_ - SEE GNAWING 1 \IrELT 7 (SEE NOTE 0 IN '.MEET I) i J CIWINEL ..Y.F nRnWl 0 ON lHEtT ) o. 1a ;> TTT 05FFF?6 4 FP IA SEE uHAwNG ON v[r 7 - ALudi7uM _ .. -(SEE NO '0 ON SHRIFT 1) I 4 0.097" OIAMTFIR x 1 1!2" T.NAIL FOR CDNCRETE AND "IFEI 1,499 0,04� a MA DNft SUF;.INArLS _. - 1.54 0.07L- OAMETER % I 3/4' TRIM NAIL STEEL �1 C' M1 GP. 7/10` WIJ 11 G(DWN tiTAPLE 1- IN LENGTH STEEL 1 /G J--CHANN LL/-r RIM N +q SS fF WOOD 5(:NFw OR B r 3 FF TAPING STEn. VINYL (No, 1 1 00) 1,'J :K W.. MSF,u i9 ATTACH KAI FEN r4 #S.DQ..STRUCiU IrJr _ 9 T 1G nW TAPCON CONCRETE SCREW, MIN [µCICOMlNI STEEL 0.0?' I, 2- % 2" NDMINAL WnDD Dn1TFN SG 0.42 MIN. .BCD 1`1'''5 VINYL SOFFIT AND TRIM SCHEDULF 4" FASCIA VINYL SOFFIT SMOG I H SERIES J"CHANNEL F-CHANNEL FASCIA 18 51` .1 ALUMINUM z TmPLL 4 SoiID (No. 9l00) NO. 0623 soIID SOFFIT 12" TRIPI IF 4 '2 •�1D-J FULL -0-VENT 1/2" ,I-CHANIJCL 1/7" F-CFIANNEL 4` FASCIA NO. 0622 VFNIEU VINYL VINYL ALUMINUM .775 SOFFIT NO. 1100 No- 1178 NO. 9/00 / hO 1Jf� 12" TRIPLE 4 FU .I O-VENT ECO O,O� - NO U639 VENTED RG 1 6 0.04 OFF11 1 /2" F CHANNLLIT RIM VINY- (No. 117R) o m i I -1— II' —' L-1-1 I I I I I I _ - -..I ' III 11 I I - I I _ I I. I I 1 11 1 1 L I FL # FL10124-R20 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer GAF TRINITY ERD TRINITY ERD Address/Phone/Email 1 Campus Drive EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 ROOFING SYSTEMS EVALUATION: Entity Examination Reference Date Parisppany, NJ 07054 v 353 CHRISI TAN STREET, UNiT #13 -NIT ERD Or (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 ui. (TST 1740 (800) 766-3411 I OXFORD, CT 06478 1. SCOPE: ASIM D3161, D3462 09CA06856 05/15/2009 mstieh@gaf.com PHONE: (203) 262-9745 Product Category: Roofing UL (TST 1740) ASTM 03161, D7158, D3462 09NK06647 08/01/2009 UL (TSi 1740) ASTM D3161, D7158, D3467 09C'A27281 FAX: (203 EVALUATION REPORT ) 267 9243 Sub -Category: Asphalt Shingles 08/27/2009 UL (TST 1740) ASTM D3161, D71.58, D3462 IOCA35554 03/05/2010 Authorized Signature Robert Nieminen GAF Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 OS/1.5/2010 Ilndareith@trinftyerd.com Evaluation Report 01506.01.08-R21 1 Campus Drive following sections of the Florida Bolding Code and Florida Building Code, Residential Volume through testing in UI.(IS T 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 Technical Representative William Broussard FL10124-R19 Parsippany, N.1 07054 accordance with the following Standards. Compliance is subject to the installation Requirements and Limitations / 10CA11953 10/79/2010 UL (Isr 1740) ASTM D3161, 07158, D34G2 IONK11951 10/3U/2010 Date of Issuance: ol/03/2008 Conditions of Use set forth herein. UL (TST 1740) ASTM D3161, 07158, D3462 1ONK12070 11/04/2010 Address/Phone/Email 1 Campus Drive Revision 21: 08/26/2016 SCOPE. 2. UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 Parsippany, 07054 STANDARDS: 01. (TST 1740) ASTM D3161, D/158, D3462 IOCAS3934 03/31/2011 1 (S00) 766-3411 This Evaluation Report is issued under Rule 61G20 3 and the applicable rules and regulations governing the use of Section Property Standard Year UL (iST 1740) ASTM D3161, D7158, D3462 IICA48924 10/22/2011 TechnicalQuestionsGAF@gaf.com construction materials in the .State of Florida. The documentation submitted has been reviewed by Robert Nieminen, 1507.2.4, R905.2.3 Physical Properties ASTM 01970 2g09 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 10/22/201.1 Quality Assurance Representative P-E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The 150/.2.5, R905.2.4 Physical Properties ASTM D3462 2(X)9 UL (rsr 1700) ASTM D3161, D7t58, D3462 11CA48408 12/03/201.1 UL (TST 1140) ASTM D3161, D7158, D3462 IICA48125 products described herein have been evaluated for compliance with the 5" Edition (2014) Florida Building Code 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 03161 2009 12/09/2013 UL, LLC (1 S f 9628) ASTM D3462 12CA34891 10/12/2012 Address/Phone/Email sections noted herein. 15g7.z.7.1, R9o5.26.1 wind Resistance ASTM D7158 2008 11L, LLC. (TST9628) ASTM D3161, 07158, U3462 12CA58151 02/15/2013 Category Roofing DESCRIPTION: GAF Asphalt Roof Shingles 1507.2.7.1, R905.2.6.1 Wind Resistance iAS 107 1995 LIT Lc (TST 9628) ASTM D31bl 12CA38083 02/26/2013 UL, LLC.(TST 9628) ASTM D3161 Subcategory Asphalt Shingles 3. REFERENCES: 13CA32332 06/18/2013 UL, LLC. (TST 967R) ASTM D3161 13CA37934 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed LABELING: LabelingY shall be in accordance with the requirements the Accredited Quality Assurance Entity. Examination Reference Date 08/02/201.3 UL, I LC. (TST 9628) ASTM 03161, D7158, D3462 4/86875675 07/11/2015 UL, I.I.C.(TST Florida Professional Engineer Agency A enc noted herein. GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 9628) ASTM D3161, D7158, D3462 47874:34542 0 ,/17/2016 UL, LLC (QUA 9625) Quality Control (� CONTINUED COMPLIANCE: This Evaluation Report is valid until such time PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 Inspection Report, R21, Mobile, AL 12/28/2015 UL, I LC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 Evaluation Report -Hardcopy Received as the named product(s) changes, the referenced Quality Assurance documentation changes, or PRI (1ST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 UL, LLC. (QUA9625) Quality Control Inspectiun Report, R21, Tuscaloosa, AL W126/2016 Florida Engineer or Architect Name who Robert Nieminen provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST SR/8) Physical Properties 01, I -LC. (QUA 9625) Quality Control inspection Report, R21, Michigan Cry, IN 03/02/2016 UL, LLC (QUA 9625) developed the Evaluation Repo Report to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance GAF-324-02-01 12/01/2011 PRI 5878) Quality Control Inspection Report, R21, Shatter, CA 02/18/201.6 UL, IAC (QUA 9625) Quality Control documentation changes. Trinfty j ERD requires a complete (TST Wind Driven Rain GAF-407-02-01 01/21/2013 Inspection Report, R21, Savannah, GA 02/24/2016 Florida License PE-59166 review of this Evaluation Report relative to updated Code requirements with each Code Cycle. UI. (TST 1740) ASTM D3462 93NK629S 11/29/1993 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 Quality Assurance Entity UL LLC ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity l ERD Evaluated" may be displayed in UL (TST 1740) ASTM 03462 99NK43835 01/12/2000 111, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, I I.C. (QUA 9625) Quality Control Inspectiun Report, i(21, Baltimore, MD Quality Assurance Contract Expiration Date 10/20/2018 advertising literature. If any portion of the Fvaluation Report is displayed, then it shall be done in its entirety. UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (Tsr 1140) ASTM D3462 OINK06632 03/01/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tampa, fL 02/29/2016 ValidatedBy ]oho W. Knezevich, PE INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL, LLC. (UUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, LLC. (QUA9625) Quality Control inspection Report, R21, its distributors and shall be available for inspection at the job site at the request of the Building Official_ UL (TST 1 /40) ASTM D3161 01NK37122 12/18/2001 Ennis, IX 02/03/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, rontana, CA 03/03/2.016 � Validation Checklist -Hardcopy Received This Evaluation Report consists of pages 1 through 6. ul (TST 1740) ASTM U3462 O1NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/lU/2002 4. PRODUCT DESCRIPTION: Certificate of Independence FL10P,20. COI 2017 01 COI Nieminen. f Prepared b P Y� UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2OD2 UL 4.1 Asphalt Shingles: .124 .. Referenced Standard and Year (of Standard) Standard Year a !' r *� ` _ = (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03 N K26444 10/17/2003 UL ) ASTM D3462 04NK13850 0G/07/2004 4.1.1 Marquis' Weather Max', Royal Sovereign' and Sentinel' are a fiberglass reinforced 3-tab asphalt roof shingles. UL (TST 1740) ASTM 03161 04NK13850 06/23/2004 4.1.2 Camelot , Camelot II, Fortitude,-, Glenwood'"", Grand Canyon', Grand Sequoia', Grand Sequoia' iR, ASTM D1970 2015 - :--- ` °� IJ.= I's UL(ISI 1740) ASTM D3161 04NK30546 03/10/2005 Grand Sequoia"' ArmorShield'"', Monaco"', Sienna'", Timberline' American Harvest", Timberline® ASTM D3161 201E - s ., Robert J.M. Nieminen, P.E. z" F" he tacumiie"alappearinewasaumonzraAVRoherttrienineri, UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 ArmorShield" II, Timberline' Natural Shadow', Timberline HD°, Timberline* Cool Series', Timberline Ultra Florida Registration No. 59166,Florida DCAANE19B3 •����•�� 1'.t.unoe/2e(zote This does notzerwasancicctronicallysigned UL(TST 1740) ASTMD3161 04NK22009 05/09/2005 HD' and WoodlandtlD are fiberglass reinforced laminated g mutated asphalt roof shingles. ASTM D3462 2010 document. signed.",Aiedhardropiechav been trans, ttpatothA V� UY tAppr lAdminl awr Anntpthe wiludc'llent CERTIFICATION OF INDEPENDENCE: UL (TST 1740) ASTM D34G2 OSNK77924 02/10/2006 4.1.3 Slateline' is a fiberglass reinforced 5--tab asphalt root shingle. ASTM D7158 2011 1. TrinitylFRD does not have, nor does it intend to acquire or will it acquire, financial UL (TST 1740) ASTM D3161 OSNK27924 02/11/2000 4.2 Hip & Ridge Shingles: TAS 107 1 a interest in any company manufacturing or d stnbuting products it evaluates. UL (TST 1740) ASTM D3161, D3462 06CA18077 06/05/2U06 UL 1740) 4.2.1 Seal -A Ridge' Ridge Cap Shingles, Seal-q-Ridge' IR Impact Resistant Ridge Cap Shingles, Seal Equivalence of Product Standards 2. Trinity I ERD is not owned, operated or controlled by any company manutacturing or distributing products it evaluates. 3. (TST ASTM D3161, D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM 1)3161, D3462 06CA35251 -A -Rid e00 g ArmorShield'" Ridge Cap Shingles and Timbertex' Premium Ridge Cap Shingles are fiberglass reinforced hi Certified By Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing ur distributing products for which the evaluation reports are being issued. 10/18/2006 UL (TST 1740) ASiM D3462 06CA31603 12/01/2006 and ridge asphalt roof shingles. P 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the UL (TST 1.740) ASTM D3161, D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 product. 07NK05228 03J13/2007 Sections from the Code S. This is a building code evaluation. Neither Trinity )FRO nor Robert Nieminen, P.L. are, in any way, the Designer of Record for OL (TST 1740) ASTM D3161 06CA31611 04/04/2007 Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R21 any project which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless stained UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 CertijKateof7tutharizatlonk9503 FL10124R19 specifically for that purpose. UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 Revision 21: 08/26/2016 UL (TS-1 1 /40) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 Page 3 of 6 1.H (TST 1740) ASTM D31b1, D3462 07CA55908 04/01/2008 Product Approval Method Method 1 Option D Exterior Research and Design, LLC. Evaluation Report 01S06.01.08-R21 Certificate ofAuthorization #9503 FL10124-R19 Revision 21: 08/26/2016 Date Submitted 09/20/2017 Page 2 of 6 Date Validated 09/27/2017 Date Pending FBC Approval 09/28/2017 Date Approved 12/12/2017 METAL DRIP EDGE AT RAKE APPLIED OVER UNDERLAYMENT 150 ASPHALT FELT ROOF SHEATHING MAIL INTERIOR IINDERLAYMENT 8d MAILS (RINGSHA N) 6' O G ROOF SHEATHM NAIL 2 EDGES Ill NAILS (RDGSHANIO 4' O.C. METAL DRIP APPLIED OVER SHEATHING I [71 - ---- - -- TRINITY ERD TRINITY ERD " �l " 4A Accessory Starter Strips: 4.3.1 Pro -Start" Eave/Rake Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip Shingles TRINI I 1 ERD 6 .3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 15072 ..E 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted _ _ T CEMENT Zo l� m 11 m II � fit are starter strips for asphalt roof shingles. or R905.2.5. Staples are not permitted. herein. I I kl I( - QuickStart Peel &Stick Starter Roll is a is amineral-surfaced, fiberglass reinforced, self -adhering SBS 6.3.3 Where t ere he roof slope exceeds p s 21. units vertical in 12 units horizontal, special methods of fastening are 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC USE IDLY EN13" NAILS M HOLD It. UNDERLAYMENT IN PLACE UNTIL I ll modified bitumen starter strip, nominal 9-inch x 33 h roll, for use with asphalt shingles with exposure of 6- required. Contact the shingle manufacturer for details. Table 1507.2.7.1. / R905.2.6.1. SHD43LES ARE LAM I� li II I inch or less. 6.4 Hip &Ridge Shingles: 8. BUILDING PERMIT REQUIREMENTS: Tr 4.3.3 StarterMatch'"' Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon'' and 6.4.1 Installation of Seal -A -Rid a Rid a Ca Shin les, Seal -A -Kid e IR Im act -Resistant Ride Ca Shin les and Seal- g p g g p g p g R❑❑F UNDERLAYMENT APPLICATI❑Ng Grand Seyuoia'D series asphalt shingles. StarterMat(h'"' arc installed as the second starter for Grand As required by the Building Official or Authority Ilaving Jurisdiction in order to properly evaluate the installation of Canyon* and Grand Sequoia" series installations. A -Rid a ArmorShield Rid e Ca Shin Ies shall coin I with the manufacturer's current ublished instn)ctinns this product. TYPICAL rat GIF/LANDMIIRIC srmxues Erc, Kn STEEL PLYCLI9. with ag minimum two (2) nails, minimum 3/8-inch ead diameter, per shingle and nominal 0.25-inch diameter 5. LIMITATIONS: beads of Henkel "I octite PL S30 Roof & Flashing Sealant"• MANUFACTURING PLANTS: 1. ROOF COVERINGS SHAH BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 1507, FBC, 2010 8d RS NAILI( ll 5.1 This is a building code evaluation. Neither 'I'rinitylERD nor Robert Nieminen, P.E. are, in any way, the. Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was 11.5" �- Sealant 1^ (292 mini Sollante (25 mm) (25 mm) Contact the named CIA entity For information on which Y plants produce products covered by Florida Rule 61G20-3 CIA requirements. 2. FOR ROOF SLOPES 2-12 UP TO 4-12 UNDERLAYMENT SHALL BE A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS- (SEE ABOVE) FBC 1507.3.8.1 used for permitting or design guidance unless retained specifically for that purpose. Enduit cratanch60 ---�� 10. QUALITY ASSURANCE ENTITY: 3. FOR ROOF SLOPES 4-12 OR GREATER UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOWS- PLYWOOD NAIL PATTERN (ROOF) 5.2 This Evaluation Report is not for use in the HVFIZ• STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE UL LLC - Qt1A962.5; (847) 664-3281 FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED 15/32' CDX SHEATHING SHALL BE NAILED W/ Bd IRS NAILS @ 6' O.C. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials END OF EVALUATION SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID. @ EDGES AND 8' O.C. MAX, IN THE FIELD. USE 1/2' STEEL PLYCLIPS. FBC 1507,3.8.2 Directory for fire ratings of this product. REPORT - 4. DRIP EDGE- DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES S_4 Wind Classification: D OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES 72 EAVE DRIP EDGES SHALL EXTEND 1/4' BELOW SHEATHING AND EXTEND 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and 1 pub ntnl) BACK ON THE ROOF A MINIMUM OF 2 INCHES. DRIP EDGE SHALL BE R905,2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for Wil Clavo MECHANICALLY FASTENED A MAXIMUM OF 12' ON CENTER. FBC 1507.3.8.3 use in all wind zones up to VAu = 150 mph (Vol, _ 194 mph). Refer to Section 6 for installation requirements 6543" •7618' Clouer to meet this wind rating. (tfifi - I9iI4 min) 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R9r15.2.6.1 to ASTM D3161, Class r, indicating the shingles are acceptable for use in all wind zones up to 1 va,„ = 150 mph (Vi1c = 194 rnph). Refer to Section b for installation requirements to meet this wind rating. 12' �- 15N ASPHALT F0.T — INDERLAYMENT 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a (305 mill) mean roof height of 60 feet or less. Calculations by a qualified design protessional are required for 6A.2 Installation of Timbertex Premium Ridge Cap Shingles shall Comply with the manufacturer's current METAL DRIP EDGE conditions outside these limitations- Contact the shingle manufacturer for data specific to each shingle. published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and i AT RAKE APPLIED OVER 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building beads of Sonneborn NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. _ LINDERLAYMENT Code and F.A.C. Rule 61G20-3. 1' ;p 6. INSTALLATION: eo ::i r-w: START THIRD COURSE WITH FILL STRIP MINUS FIRST - 6.1 Underlayment lTAB 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product. Approval, or be START SECOND COURSE Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. VITH FILL STRIP MINUS NI 9' STARTER STRIP OR 1/2 TAB 6.2 Starter Shingles or Starter Strip: 1 COURSE OF INVERTED 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherPremium Eave/Rake Starter Strip = I SHIMMIES START FIRST COURSE WITHBlocker Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. FILL STRIP 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: R❑❑FING APPLICATI❑N i Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. �r, L ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE r Sate ine requires minimum six 6 Waifs per shingle. rt MANUFACTURERS INSTALLATION INSTRUCTIONS. 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 2. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF IS07.2.6 or R905.25. Staples are not permitted. 2-12 OR GREATER, FOR ROOF SLOPES FROM 2,12 UP TO 4-12 DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED, 3. UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 CONFORM WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE t certificate of Authorization #9503 FL10124-R19 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 FBC 1507.3,3 4, SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM D225 Revlslon21:08/26/2016 CertificnteofAutlrorizotfaa#9503 FL10124-R19 OR ASTM D3462. Page 4 of 6 FBC 1507.3.4 Revision 21: 08/26/2016 3. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING, Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Page 6 of 6 AND COMPLY WITH ASTM D225 OR ASTM 113462, FBC 1507.3.5 Certificate of Authorization #9503 FL1D324-R19 6. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0,105 INCH Revision 21:08/26/2026 Page 5 of SHANK WITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (1,91,11M) INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE NAILS SHALL PENETRATE THROUGH THE SHEATHING. FBC 1507.3.6 7, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS FOUR FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM D3161 (MODIFIED TO 110 MPH) OR M-DC PA 107-95, FBC 1507.3.7