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Home My WebLink About5967 14th Sty ENG�NEER S NOTES: 1. DESIGN WIND SPEED: 140 MPHuIt / 108 MPHasd , 3 sec gust PER ATC, HAZARDS BY LOCATION 2. RISK CATEGORY PER FBC 17 6th EDITION 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: FIGURE 30.5-1 (ROOF) ZONE 1 b: +10/-21 ZONE 2a: +10/— 37 ZONE 3a: +10/-55 ( WALLS) ZONE 4b: +21 /-23 ZONE 5b: +21 /-27 GENERAL NOTES CONSTRUCTION TYPE: V—B 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 PECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENT . ASC 7-10 FLORIDA RESIDENTIAL CODE FBC—R , FLORIDA BUILDING CODE FBC 6th ed. 2017 "MANUAL OF STEEL CONSTRUCTION,�LLOC ABLE STRESS DESIGN(", B THE AM RICAN AIS13TH EDITION. "DESIGN SPECIFICATION FOR LIGHT MTAL LATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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 PECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEM NT . PLYWOOD DESIGN SPECIFI ATIONS A FLORIDA BUILDING CODE thhCed. RES DENTIAL) (N BCR) ASCE 7-10 12 --,,�_]5 1'-4" d- LO I 3068 C 2) SH25 EGRESS +21/-23 +21/-27 r 11'-4" 18'-8" I- 30' —I -REARL ELEVATI01A\ I i� `i 1'-4" 75-4'' LEFT ELEVATIU"Al 12' DEAD LOADS UNIT WEIGHT OF SOIL, COMPACTED • 120 PCF UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF UNIT WEIGHT OF 8 C.M.U. BLOCK 55 PSF 1ST FLOOR SUPERIMPOSED LOAD 20 PSF UNIT WEIGHT OF 2x4 PARTITION WALLS 11 PSF UNIT WEIGHT OF 2x6 BEARING WALLS 12 PSF BALCONIES & DECKS 15 PSF TILE ROOF TOP CHORD • 15 PSF BOTTOM CHORD 10 PSF SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD 10 PSF FLOOR TRUSSES 15 PSF LIVE LOADS : SIDEWALK AND DRIVEWAY LOAD 250 PSF GARAGE LOADS : 40 PSF PARTITIONED ROOMS 40 PSF BALCONY AND DECKS 60 PSF—UNDER 100 sq. ft. STAIRWAYS AND LANDINGS 40 PSF SLEEPING ROOMS 30 PSF FLOOR TRUSS TOP CHORD MINIMUM : 40 PSF ROOF TRUSS TOP CHORD MINI UM 20 PSF BOTTOM CHORD ATTIC Wy 20 PSF (NON —CONCURRENT) LIMITEDDSTORAGE)E): (2) SH24 +21/-23 ' I— 59'-4" (2) SH24 +21 /-.23 PIG HT ELEVATION REVIEW DAT 2 ,ITY OF ZEPW HIL . PLAN EXAMINER ALL WOI $k� LL0owmPWAIUNG CODES FLDA9WLLIW CO3 NA-nON& ELECT" 0 .. . AND THE CITY('ZE RW oRlx -V 0. • y� 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 +17/-20 FLORIDA APPROVED RATED FOR INDICATED DESIGN PRESSURES MIN CLOPAY MODEL#73-W6 (FL 16107) OR EQUIVALENT 22'-8" 30' 12 �5 +21/-23 7, — 4" F-Hu"NT E��'Ti�ATIi11l' PARCEL: 11- 26- 21- 0010- 02000- 0012 B UTTER FI ELD INVESTMENTS I N C RICK GOLLHARDT - DRAFTSMAN 5967 14TH STREET 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W.SMITH,M.S.,P.E.#53608 ELEVATIONS SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 1 OF 10 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DR I VE—DADE C I TY, FLOR I DA 33525 SCALE DATE JOB NO, PHONES 813-469-2289 E-MAID dwsf 1pe@earthl Ink. net DO NOT SCALE 26 SEPT 2020 TERI BUTTERFIELD DESIGN/DRAWN CHECKED 2020-0831 CDC 1332445 R. GOLLHARDT D.W.S.,p.e. b V F. I Ln 3' _ 4„ ( 2) SH25 EGRESS 18'-8" 2' SH23 3 0'- r11] AREA'S LIVING GARAGE COVERED COVERED FRONT PORCH BACK PORCH TOTAL AREA UNDER ROOF 1ST FLOOR CEILING HEIGHT 8' UNLESS NOTED 1609 465 30 68 2172 S.F. 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 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 THE MATERIAL BEING FASTENED USE #10 WOOD SCREWS PENETRATING INTO THE ROUGH FRAMING MENBER AT LEAST 2" @ 12" ON 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 V-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. R302.6 DWELLING —GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL FIELD DIMENSIONS. ENGINEER LICENCE #53608 B UTTER FI ELD INVESTMENTS I N C 5967 14TH 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: 813-469-2289 E-MAIL: dwsf[pe@eo.rthtink.net TERI BUTTERFIELD CDC1332445 RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay. rr. com FLOOR PLAN SHEET OF 2 OF 10 SCALE DATE JOB NO, DO NOT SCALE 26 SEPT 2020 DESIGN/DRAWN CHECKED 2020-0831 R. GOLLHARDT D.W.S.,p.e. Ln 30 18'-8" 11'-4" 3'— 4" 2' -! ® ®------- ®------ ®------® ® 1 ❑ 1 4" CONCRETE SLAB I E2) GRESS 25 SH23 i 2, I DA4TUM I I I i I -----------------------I I I I DATUM 1 o-0 3068 I I I I 00 i I OD I I I I ®I I I I I I I I I I I I I I I I SH23 I I I 20"H X 12"W MONOLITHIC FOOTINGS WITH 2 EACH #5 (5/8) RODS CONTINUOUS ON „CHAIRS -TYPICAL BOTTOM OF FOOTER SHALL BE 12 FROM GRADE I I I I I I ® i I I I SH25 1 EGRESS ®i 4" CONCRETE 3000PS1 WITH #10 2) SH24 1 6X6 MESH ON �6 MIL POLY VAPOR BARRIER OVER CLEAN 1 COMPACTED POISON TREATED SOIL. VAPOR BARRIOR ' MATERIAL TO BE LAPPED 1 6"WITH SEAMS TAPED ®; FIBERMESH CAN BE SUBSTITUED i 1 I I I i I I I I I I I I I � I I I I ® I I I I I I I 1 I I I I I I I 1 I I I I I 1 I I ® I I (2) SH24 SH25 1 EGRESS I I I ® I I I 1 1 I I 1 1 I I I ®1 I I I DATUM I 00 1 0-o I I I I -------------------------------------------- I® O I I I I I I I I 1 I DATUM I I ® 1 -4. 3-0 i 3068 I I 1 1 J-----------J 1 000 L » I I I I w j oN i 4" CO ETE SLAB 1 O 00 DATUM r-- � \ I -4" 1 I ® 1 I 1 I I I 1 I I I � I I I 1 I I I I I I 1® ®1 I I I I I I I I I I I 16' X7' GARAGE DOOR I I I I L--------------------------------T -------- 0 SET —,3'— 4" 22'-8" 30' NOTE: 0 INDICATES 1/2 )) X8" J BOLT SPACED 24" O.C. MAX. LOCATED AT EACH SIDE OF ALL WINDOWS AND DOOR OPENINGS. 1 2"X8" WEDGE ANCHORS MAY BE SUBSTITUTED I PLACE OF J BOLTS NOTE. - INDICATES 1—ATEL. REBAR IN FILLED CELL FROM FOOTING TO LOCATED AT EACH SIDE OF ALL WINDOWS AND DOOR OPENINGS 6' O.C. MAXIMUM SPACING. SEE DETAIL FOR LOCATIONS � 8RTED REROD IN GROUTED CELL PER PLAN 25" DOWEL LAP MINIMUM 4" CONCRETE (3000PS1) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL. VAPOR BARRIOR MATERIAL TO BE LAPPED 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 20"H (X 1))2"W MONOLITHIC FOOTINGS WITH 2 EACH OTT5//0M "OFROFOOTERDS NSHALLUBE012"CFROM GRADEAL TYPICAL MONOLYTHIC FOOTING DETAIL (18�5 REROD IN GROUTED CELL L ATED PER PLAN 25" DOWEL LAP MINIMUM 4" CONCRETE (3000PS1) WITH #10 6X6 MESH ON 6 MIL POLY w 1. VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED ,ALPORBERIPP> SOIL. LAPPED 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED CONCRETE TYPE DESIGN ft) MODULES OF ELASTICITY ESIGN (E C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 PSI 3,122 KAI C4-P GROUT 3,000 Psi 3,122 Kai CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. CONSTRUCTION JOINTS WILL BE PERMITTED METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) 3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIB RMESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. CONCRETE MASONRY : FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. LOAD BEARING COppNNNCCTTRRRETLLELLEEMASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II AOLN �t PnT JRECACVITIESOBELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. SOIL: MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4" CON C. SLAB W/ 6X6, 1OX10 W.W.M. MONOLITHIC POUR 2X4 PT SOLE PLATE: ANCHOR TO FTG W/1 /2DIA X 8 AB @ 24' O.C. OR 1/2 WEDGE ANCHOR FOR BARING WALL NON -BEARING TAPCONS @ 24 O.C. 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL. VAPOR BARRIOR MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED GARAGE SLAB : ;'- y = - ##20"(W //X 1))2"H STEMWALL FOOTINGS WITH 2 EACH BOTTOM "OF FOOTERNSHALLUBEON 2"CFROM GRADE OPTIONAL S TEMWALL FOOTING DETAIL 5 VERTICAL WALL REINFORCING ACI 90 STANDARD GROUTED CELL HOOK -EMBED 6" 1 ,BOND BEAM W/(1) #5 REBAR GARAGE FOOTING DETAIL I- J C� = N FILLED CELL O o ' Q w J w 5 DOWEL ACI STANDARD HOOK Ld LQ ' ' IMOED 10" MIN LAP Z 25 MIN W/ VERT. & HORIZ. REINFORCING Ln N , .q..:. �r-��:��CONCRETE FOOTING f . " REINFORCING REBAR (SEE FOUNDATION PLAN) 25" MIN LAP MASONRY WALL FILLED CELL DETAIL 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 WITH #5, (5/8") 'RODSONGS CIONTINUOUS2ONACH CHAIRS -TYPICAL EDGE OF FOOTING z 1 111 1 1 1-#5 DOWEL IN CORNER =0Id 25" LAP M I N CORNER DETAIL — FOOTING AND FOUNDATION WALL REINFORCEMENT Vj0N Z, ,p N' 4 ENGINEER LICENCE #53608 TERMITE PREVENTION NOTES: COMPLY WITH FBC 2017 6TH ED. SECTION R318 1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104.26 2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM. EXCEPTION: CORRISION REISITANT METALS, CEMENTATIOUS FINISHES APPLIED DIRECTLY TO FOUNDATION. 3. INITIAL TERMITE TREATMENT u ;ALL BE COMPLETED AFTER ALL EXCAVATION AND BACK FILL IS FINISHED. 4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE -TREATED, INCLUDING SPACES BOXED OR FORMED. 5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC, SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE TREATMENT. 6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT. 7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXYERIOR SOIL TREATMENT. 8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE —CONSTRUCTION TREATMENT. 9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. 10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING. THIS INCLUDES ALL GRADE TMATE�IAB. TRAP BOXES, FORMS, OTHER 11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICE. MISSING ANCHOR BOLTS @ BEARING WALL EXTERIOR BEARING WALL: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5(8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAX MUM OF 24" O.C. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: USE 5/8 DIAMETER X 6" EMBEDMENT BOLTS SPACED A MAXIMUM OF 24" O.C.. IF RESISTING UPLIFT LOADS MISSING DOWELS: IN THE EVENT STEEL HAS BEEN INADVERTEN I L`l OMITTED FROM DOWN POUR LOCATIONS DRILL 5" INTO CONCRETE (NO CLOSER THAT 3 3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG'S RECOMMENDATIONS AND USE 2 PART EPDXY TO ANCHOR VERTICAL REINFORCEMENT IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY —TIE. REINFORCING STEEL: REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, f'y = 40 Ksi LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. DESIGN COVER REQUIREMENTS C-I-P CONCRETE FORMED AGAINST EARTH „ 3 C-I-P CONCRETE EXPOSED TO EXTERIOR 2" C-I-P CONCRETE NOT EXPOSED 1' GROUT FILLED MASONRY :�° WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 5 DOWEL HORIZ. REBAR EAM REINFORCING z 111"T"/_WA,LL REINFOR�INGITH N HIN'H \`-#5 CORNER REBAR GROUTED CELL NOTE: ALL LAPS SHALL BE 25" MINIMUM CORNER DETAIL — BOND BEAM AND WALL REINFORCEMENT B UTTER FI ELD INVESTMENTS I N C 5967 14TH 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 PHONE1813-469-2289 E-MAIL: dwsflpe@earthIInk:net TERI BUTTERFIELD CDC1332445 RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay. rr. com FOUNDATION PLAN SCALE DO NOT SCALE DESIGNIDRAWN R. GOLLHARDT DATE 26 SEPT 2020 CHECKED D.W.S.,p.e. SHEET OF 3 OF 10 JOB NO. 2020-0831 J DETAIL "B" 00 0 J SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6 1 /2 inches. 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. One #7 rebar may be substituted for two #5 rebars in 8" lintels only 6. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from face of support. 7. For composite lintel heights not shown, use safe load from next lower height shown. 8. For lintels lengths not shown, use safe load from next longest length shown 9. All safe loads in units of pounds per linear foot 10. All safe loads based on simply supported span. 11. The number in the the parenthesis indicates the percent reduction for grade 40 field added rebar. Example 7'-6" lintel type 8F32-1 B safe gravity load - 6472_ SAFE GVITY LOADS FORw 2RRECE S DOOR U-8NTREELSAST POUNDS PER LINEAR FOOT MARK No. LENGTH TYpE 8RU6 8RF6-OB 8RF6-1B D 1 3 -8 to 4'-4" (52") PRECAST 1635 1749 1891 D 2 4'-5" to 4'-6" (54") PRECAST 1494 1596 1756 D 3 4'-7" to 5'-8" (68") PRECAST 866 920 1167 D 4 5'-9" to 5-10" (70") PRECAST 810 859 1113 D 5 5'- 1t to 6'-8" (80") PRECAST 797 901 901 D 6 6'-9" to 7'-6" (90") PRECAST 669 755 755 D 7 7 -7 to 9'-8" (116") PRECAST 411 466 526 2" RECESS DETAIL "DB" GENERAL NOTES 1. Provide full mortar bed and head joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1 /2" long notches at the ends to accomodate vertical cell reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel deflection information. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load rating based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami -Dade County, Florida Nos. 03-0606.05 & 03-0605.04. Florida Certificate of Product Approval number FL158. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-296 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load + Applied horizontal load 1 .0 Safe vertical load Safe horizontal load 13. Additional lateral load capacity can be obtained by the designer by providing concrete masonry above the lintel. See 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 additional reinforced detail at right: NJ_ � N� ENGINEER LICENCE ##53608 8" SAFE GRAVITY LOADS FOR PRECAST & PRESTRESSED U-LINTELS SAFE LOAD POUNDS PER LINEAR FOOT MARK No. LENGTH TYPE 8U8 8F8-OB 8F8-1 B L 1 2'-10" (34") PRECAST 2231 30693069 L 2 2 -8 to 3'-6" (42") PRECAST 2231 3069 3069 L 3 3'-7" to 4'-0" (48") PRECAST 1966 2561 2693 L 4 4'- 1 to 4'-6" (54") PRECAST 1599 1969 2189 L 5 4'-7" to 5'- 4" (64") PRECAST 1217 1349 1663 L 6 5'-5" to 5'-10" (70") PRECAST 1062 1105 1451 L 7 5'- 11 to 6'-6" (78") PRECAST 908 1238 1238 L 8 6'-7" to 7'-6" (90") PRECAST 743 1011 1011 L 9 7'-7" to 9'-4" (112") PRECAST 554 699 752 L 10 9 -5 to 10'-6" (126") PRECAST 475 535 643 L 11 10'- 7 to 11'-4" (136") PRECAST 362 582 582 L 12 11'-5" to 12'-0" (144") PRECAST 337 540 540 L 13 12 -1 to 13'-4" (160") PRECAST 296 471 471 L 14 13'-5" to 14'-0" (168") PRECAST 279 424 442 L 15 14-1 to 14'-8" (176") PRESTRESSED N.R. NR 458 L 16 14-9 to 15'-4" (184") PRESTRESSED N.R. NR 412 L 17 15-5 to 17'-4" (208") PRESTRESSED N.R. NR 300 L 18 17 -5 tp 19'-4' (232") PRESTRESSED N.R. NR 235 L 19 19 -5 tp 21'-4' (256") PRESTRESSED N.R. NR 180 L 20 21 -5 t4 22'-0 „ (264) PRESTRESSED N.R. NR 165 L 21 22 -1 to 24'-0" (288") PRESTRESSED N.R. NR NR 129 U DETAIL "B" MATERIALS 1. f'c 8" precast lintel = 3500 psi 2. f'c prestressed lintel = 6000 psi 3. Grout per ASTM C476 f'g = 3000 psi w/ maximum 3/8 inch aggregate & 8 to 11 inch slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/minimum net area compressive strength = 1900 psi 5. Rebar per ASTM A615 grade 60 6. Prestressing strand per ASTM A416 grade 270 low relaxation 7. Mortar per ASTM C270 type M or S BUTTERFIELD INVESTMENTS INC 5967 14TH 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 PHONE1813-469-2289 E-MAIL: dwsflpe@earthlink.net TERI BUTTERFIELD CDC1332445 RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardtW ampabay. rr. com LINTEL PLAN SHEET OF 4 OF 10 SCALE DATE JOB NO. DO NOT SCALE 26 SEPT 2020 DESIGN/DRAWN CHECKED 2020-0831 R. GOLLHARDT D.W.S.,p.e. LEGEND HETA20 HETA24 ATTIC VENTILATION CALCULATIONS TOTAL ATTIC AREA = 1609 S.F. 386 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE 386 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT TOTAL SQ IN RIDGE VENT = 851 SQ IN X 23/LFTOTAL SQ IN SOFFIT VENT = 1950 SQ IN �37'-O" 150'-0" X 13/LF) ATTIC ACCESS ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. 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 SHEATHING TO BE 15/32" OSB OR 1/2" PLY CDX W/8d RING SHANK NAILS 0 3" O.C. BOUNDARIES, 6" O.C. EDGES & 8" O.C. FIELD USE STEEL PLYCLIPS. 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) 16d TOENAILS INTO EACH LEDGER. 2"x 4" LEDGER. (2) 12d TO EACH TRUSS WEB. (2) 2X4 DIAG. BRACING SPACED 0 48" O.C.. (4) 16d NAILS 0 EACH END (TYP) II 2x4 PANEL BLOCKING 0 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACH D W/ (2) 16—d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" 0 4" O.C. SOFFIT AND FASCIA DOWN ET TOPCHORD OF GABLE 2,_0» END TRUSS TO RUN 2% 4" MAX OUTLOOKERS SPACED 0 24" O.C. (1) SIMPSON H5 0 EACH OUTLOOKER "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 8d RINGSHANK NAILS 0 4" O.C. EDGES AND 8" O.C. FIELD MOISTURE BARRIER SIMPSON META20 OR LTA1 SPACED 0 24" O.C. �— 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1 /4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" BLOCK FROM END WALL 0 4" O.C. TYP. GABLE END BRACING DETAIL MISSING TRUSS ANCHOR: TRUSSES THAT ARE PLACE SUCH THAT AN EMBEDMENT ANCHOR IS MISPLACED MAY BE FASTENED TO THE MASONFI��Y BON BEAM USING ONE (1 SIMPSON MTSM16 TWIST STRAP W4FOUR .4_) 3/16" X 2 1 4" TAP CON MASONRY SCREWS IN HE BONDD BEAM CNNAPICITY �9 200dP AILS I THE TRUSS (MAXIMUM UPLIFT UNDERLAYMENT SHALL COMPLY WITH SECTION R905.2.3 SLOPES 2:12 UP TO 4:12 R905.2.7, 1507.2.8 SLOPES 4:12 AND GREATER R905.2.7, 1507.2.8 FLASHING SHALL COMPLY WITH R905.2.8 1507.2 9 VALLEYS SEDGE SHALL COMPLY RR905 g R P WITH 2 �,11507 923 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY SYP SPF FASTENERS FLORIDA APPROVAL CONNECTOR CAPACITY FASTENERS SYP SPF A HETA20 1810 9 -10d x 1 1 /2" 11473.3 HTA20 1615 1585 10 -10d x 1 1/2' B HETA24 2365 12 -10d x 1 1/2" 11473.3 HTA24 2430 2385 10 -10d x 1 1/2' C H ETA16 1810 9 -10d x 1 1/2" 11473.3 HTA16 1615 1585 10 -10d x 1 1/2' D H2.5A 600 535 10-8d 10458.2 RT7A 670 565 10 - 8d X 1 1 /2" E H3 455 320 8 - 8d 10458.2 RT3 810 525 8 - 8d X 1 1 /2" F META20 1450 7 -1 Od x 1 1/2" 11473.9 HTA20-18 1400 1400 10 -10d X 1 1 /2" G HHETA20 2235 10 -10d x 1 1/2" 11473.6 H H 10A 1340 1015 18 -10d x 1 1/2" 10458.2 RT18A 1380 1180 9-1 Od X 1 1 /2% 8-1 Od J HTT4 3810 3105 5/8" ANCH. /(18)1W-1/2 11498.5 HTT4 2715 5/8" ANCH. /(20) 1Odx1-1/2 K HTT5 4350 3740 sW ANCH. / (26)1 Odxi-11Z 11498.5 HTT5 3225 5/8" ANCH. / 28 1 Odxl-1 /2 L HD3Bw 1 5/8" DIA. BOLTS 11496.3 TDX2-TZ 2345 - - 2 - 5/8" DIA. BOLTS M HD5B * 4505 37855/8" ANCH. 3/4" STUD BOLTS 11498.3 TDX6 5320 - - 2 - 7/8" DIA. BOLTS N HD7B * 6845 5850 7W ANCH. 3/4" STUD BOLrS 11496.3 TDX10 7845 - - 4 - 7/8" DIA. BOLTS P LUS28 1185/1070 *" 1005/915 ** 8 -10d x 3" 10855.14 JUS26 1115/1060** - - 8 -10d O HUS28 1550/3335 *" 1335/2820 ** 20 -18d x 31/2" 10855.11 HUS28 1925/3295 - - x " R HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 31/2" 10855.11 HUS28 2570/4345 - - 30d -16d x 3-1/2" S MTS12 1000 860 14 -10d x 1 1/2" 10456.8 MTW12 1195 1005 14-1 Od x 1-1/2" T MTS16 1000 880 14 -10d x 1 1 /2" 10458.8 MTW18 1195 1005 14-1 Od x 1-1 /2" U MTS20 1000 880 14 -10d x 1 1/2' 1 om.a I MTW20 1195 1005 14-1 Od x 1-1 /2" V MGT/MUGT 3140 3140 22 -10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY W LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS 11473.7 LUGT2 1850 1810 (18)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X0 HTS 20 1450 1245 24-1 Od X 1 112" 10456.5 HTW20 1530 1285 24-1 Od X 1 1/2" SPi 585 535 10 -10d 10458.10 SPT22 685 8 -10d SP2 1065 805 12 -10d 10456.10 SPT24 1030 12 -10d HCP2 845 555 12-10d X 1 1/2" 10447.1 * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT READ ON ROOF PITCHES 3112 & LOWER. LOADS -- ROOF - L / 360 FLOOR = L / 480 W/ 31W MAX DEFLECTION. 0T O N/�� BUTT .b � NO w a. 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 e STRUCTURAL LUMBER : INTERIOR LOAD BEARING WALLS SPF #2 ALLEXTERIOREXTEMRIIOR FRAMING SPF 2 R Ep N 2 STUp ALL NRLEYADpERW BEAMS COLUMNS ETC. BE I SYPS #2 �R BETTERQUALITY OR BETTER AHEATHING % l� DE��R1 E6�EI I TERI „ASPh6R HA E APA RATED STRUCTURAL ND SHEAR OAB BOAALL RDSL OBE UNSEDI PCEOFGPLQI�ATI ON] W 1 SUB OD S 0 HAVE OOMIILARNG AOR CON�ACT W� H I CONCRE ITSTTOBRECEIVDE A STANDARD RGRADEPPRIESSURE ROOD I IN MWHHEENUFPAR� INEESETEODSTRggUMMS�TTSESSHOOR& C��/A�IIL�LGEDD FOR TOEN NH I NS THREECORp NG DESIGN, RABRICATE AND EREC WOOD TRUSSES It�J AC, W1 H THE 'DESIGN ��FSFI�ly'FIATLO�106S,RBLC(��IT METAL PLATE CONNECTED WOOD TRUSSES BY THE UNTRE,gTED �n/0 HALL NpT gE IN DIRECT CpNTACT WITH N�RETE. SAT PLATES SHALL BE PROVIDES AT BEARING LOCATIONS WITHOUT W00PTOP PLATES. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- �8 STUCCO FINISH PER ASTM C. 926 �APPLY 3 LAYERS W/ TOTAL FjJCKNESS 7J ' OVER METAL LATH. FIRST 2 LAYERS 378' THICK EACH. 3RD LAYER 1%8 THICK INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES ANGLES CHANNELS • ASTM A36K36M 05 Fy = 36 Ksi ROUND 'METAL PIPE : ASTM A53, GRADE Fy = 35 Ksi SQUARE METAL TUBING ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS ASTM A325 MACHINE BOLTS : GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. NAILS SHALL CONSIST OF : COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLLOWS: 8d= 00.131" 10d=0.1148"12d = 0 148"16d = 0 162". AFAASSTTN ORCPIWNBYSMNFA ANACTEDXE IOR PCATIANA8TORIOSCNCREING U PRIOR TO INSTALLATION. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED ALL FASTENERL TIES DNRSA I�I�I�MUHANGERS JOIST HANGERS AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCOIRDANCE WITH THL PLANS AND SPECIFICATIONS. E E BOLT U T gE �/ T IN�TIALESET 0T T�DE CONCRETES USED RE TO ET PRIOR WITH THE DESIGN PLANS U.N.b. PPACEDTAROUNDDEMBE l�EDOREINFORCIN�OPRIOROTO ORDWHILE PLACINROUTBE GAG.S 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 i' 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. EXTERIOR COVERING R703.7 EXTERIOR PLASTER INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND THE PROVISIONS OF THE CODE. R703.7.1 LATH LATH AND LATH ATTACHMENTS SHALL BE OF CORRISION-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2-INCH-LONG (38mm), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 mm) HEAD, OR 7/8-INCH LONG (22.2 mm), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 mm), OR AS OTHERWISE APPROVED R703.7.2 PLASTER PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD, OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCELAED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1) R703.7.2.1 WEEP SCREEDS A MINIMUM 0.019-INCH (0.5 mm) (NO. 26 GALVANIZED SHEET GAGE), CORRISION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89 mm) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 mm) ABOVE THE EARTH OR 2 INCHES (51 mm) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. R703.7.3 WATER-RESISTANT BARRIERS WATER-RESISTANT BARRIERS SHALL BE INSTALLED AS REQUIRED IN SEDCTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTLY BETWEEN THE LAYERS, EXCEPTION: WHERE THE WATER-RESISTANT BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPERATED FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.7.4 APPLICATION EACH COAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE NEXT COAT. EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX. R703.7.5 CURING THE FINISH COAT FOR TWO -COAT CEMENT PLASTER NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE FIRST COAT. FOR THREE -COAT CEMENT PLASTER, THE SECOND COAT SHALL NOT BE APPLIED SOONER THAN 48 HOURS AFTER APPLICATION OF THE FIRST COAT. THE FINISH COAT FOR THREE COAT CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT. EXCEPTION: APPLICATION INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX. TgWMWWHEN�E��ING%oASONR�Y L4„ O.C. MAX TA AT P ATES 30 YEAR WARRANTED Flq�RGLASS SH NjqLES ON 30# FELT PAPER SHEATHING TO BE 15132 OSB OR 12 PLY CDX W/8d RING SHANK NAILS USE STEELBPLYCLIPSI.. R DGEO VENT AttttttS REQUIRED PERLDFBC R806 -� INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE ATTACHED PER MANUFACTURERS SPECS 2X6 PT WOOD SUB ATTACHED TO EACH TRUSS WITH 8d COMMON NAILS (2) EACH TRUSS ALUMIMUM SOFFIT AND FASCIA TRIM ATTACHED PER MANUF. SPECS. VARIES SEE PLAN PRE -CAST CONC SILL 8"X8" �1 §" CMU TYP. -� TYPE S MORTAR WITH (1) ##5 REBAR FROM FOOT ER TO LINTEL BLOCK DECORATIVE CE EN rl10US - FINISH STUCCO 1 2 2 COAT PER SPECS FB -R 703 4"X4" INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTE: EXTEND DECO FINISH 4" TO 6" - BELOW GRADE 101 H 24"X24"X24" PIER FOOTER WITH 8" CONCRETE BLOCK COLUMN N WITH (1� #5 VERTICAL REBAR REINF. 0 TER WITH i4) #5 REBAR 2' REINF BOTH WAYS TO AND BOTTOM #3 VERTICALS AT CORNERS AND o N 6 O.C. (TYPICAL) CONCRETE FOOTER DETAIL R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION R0�?S�DILAASTYPE GT _AS RYWL CW T 7O.0 MAX USE (1) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS LOCATION, EXCEPT, AS NOTE ON TRUSS LAYOUT. FILL ALL NAIL HOLES WITH 10d X 1 1/2' NAILS SOURSE 8"X8" W/(1) #5 BAR. TYP. AT ALLJSOLIDL ED 8LID WALLS PRECAST CONCRETE LINTEL FRAME WINDOWS ATTACHED TO P.T. BUCKS MA _ N0 SSPECSCHED PER MARBLE SILL J 1X2 P.T. WD FURRING @ 24" O.C. ATTACHED TO BLOCK WITH 3d CUT NAILS 0 12 O.C. MAX R7.8 CELOTEX "TUFF-R" INSULATION BD OR EQUILIVANT 1/2" GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS 1OXR4 #8 DRYWALL SCREW AT 8 O.C. MAX ATTA'UDBTOEB�,ACK WITH 3d CUT NAILS ® 12 O.C. MAX 5 1/4" BASEBOARD #5 DOWEL CONT. VERT. FROM FOOTING WITH MIN 25" LAP SPLICE (10" STAN HOOK) F.F. GRADE a� N Z /\/\� j\ �\ �� \ • •'7 ' �� NZ �"" \ -.�'.::. 4" CONCRETE (3000PSI) WITH #10 6-6/10-10 WWM OR FIBERMESH \� .:.• \�� / ON 6 MIL POLY VAPOR BARRIER OVER CLEAN MATERIAL TO BE LAPPED 6 WITH SEAMS TAPED OVER CLEAN COMPACTED SOIL (95% MODIFIED PROCTOR PER ASTM D1557 12"W X 20"D CONT. MONOLITHIC 12" SECTION TERMITE TREAT SOIL PER F C R318 PROTECTION AGAINST FOOT�R WITH (2) #5 REBAR TYP. CONT. TERMITES ON 3 CHAIRS SPACED 4 O.C. MAX TYPICAL INTERIOR NON -BEARING WA/ L TYPICAL WALL SECTION WI TH WIND 0 W 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. PRODUCT CATEGORY MANUFACTURER SERIES OR 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 15351-137 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-R11 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# FELT 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 IFL 15148-R2 LOTT'S CONCRETE PRODUCTS CONCRETE LINTELS 1 17867.1 IFL 17867-R1 �( I R W O qT U S YE 0 H REST® 24" oC. MAX Ut��fI MA WH NV E� �NTAI�A ONRYPLATE S SHEATH YEAR WARRANTED TO BET15 32�OSB OR 1H12� PLY DX 0# BdLRINGPSHANK NAILS ® 3" O.C. BOUNDARIES, 6 O.C. EDG(S & 8' O.C. VF�fELD USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 -� INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE ATTACHED PER MANUFACTURERS SPECS 2X6 PT WOOD SUB ATTACHED TO NAILS M(2) EACHSS TRUSSSDDS COMMON TRIM IATTACHED IPERNMANUFCI SPECS. VARIES SEE PLAN 8"X8") J,Q" CMU TYP. -� TYPE(� MORTAR WITH &1 •e5 RF�AR FROM FOOT LIEN L BLOCK DECOR 71VE CE EN OUS FINISH STUCCO 1 2 2 COAT PER SP CS FB -R 703 4"X4" INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTE: EXTEND DECO FINISH 4" TO 6" BELOW GRADE 0Z 12"W X 20"D CONT. MONOLITHIC - FOOT�RCHAIRS(2T� 5 REBAR CONT. SPACED 4' O.C. MAX u w 0 z w U R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION 1 2" CEILING TYPE GYPSUM BOARD A TACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7 O.C. MAX USE (1b SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS LOCA �i�i N, EXCEPT" AS NOTE ON TRUSS LAYOUT. FILL ALL NAIL HOLES WITH 10d X 1 1/2 NAILS SOL DO W/(1) #58BARCURSE 8"X" N0 TYP. AT ALOLCSOLIIDL WALLS PRECAST CONCRETE LINTEL 1X2 P.T. WD FURRING 0 24" O.C. ATTACHED TO BLOCK WITH 3d CUT NAILS ® 12 O.C. MAX R7.8 CELOTEX "TUFF-R" INSULATION BD OR EQUILIVANT 1/2" GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 8 O.C. MAX ATTAPCHED TOE B�,AICKRWITH 3d CUT NAILS ® 12 O.C. MAX 3 1 /4" BASEBOARD STANDARD 90 DEGREE BEND WITH 25" LAP MINIMUM F.F. -f 4" CONCRETE (3000PSI) WITH #10 6-6/10-10 WWM OR FIBERMESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN MATERIAL TO BE LAPPED 6' WITH SEAMS TAPED OVER CLEAN COMPACTED SOIL (95% MODIFIED PROCTOR PER ASTM D1557) TERMITE TREAT SOIL PER FBC SECTION R318 PROTECTION AGAINST TERMITES TYPICAL EXTERIOR WALL Ns`� BUTTERFIELD INVESTMENTS INC ®� 3 5967 14TH STREET 00. ZEPHYRHILLS, FLORIDA ' D.W. SMITH ,ENGINEERM.S. P.E. 53608 FLORIDA PROFESSIONAL LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 Edition PHONE:813-469-2289 E-MAIL:dwsflpe@earthlink.net #53608 TERI BUTTERFIELD ENGINEER LICENCE ##53608 CDC 1332445 RICK GOLLHA.RDT - DRAFTSMAN 8�3-78�-365, rgollhardMampabay. rr. com D ETAI LS SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT DATE 26 SEPT 2020 CHECKED D.W.S.,p.e. SHEET OF 6 OF 10 2020-0831 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 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS ATTACH WINDOW & DOOR FRAMES TO BLOCK WALL WITH TAPCON SCREWS SPACED AT WINDOW/DOOR MANUFACTURER'S SPEC'S (TAPCONS MUST PENETRATE THROUGH BUCKSTRIPS & INTO BLOCK 1 1/4" MINIMUM) P.T. BUCKS ACHED TO H0.097"X1 ULS SPACE ).C. MAXIMI IONRY BLOT NOTE: WINDOWS & DOORS MUST BE INSTALLED SUCH THAT THE MAXIMUM GAP BETWEEN THE FRAME AND BUCKSTRIP IS 1/4"; IF THICKER BUCKSTRIP MATERIAL IS NEEDED RIP IT FROM 1 11T MATERIAL & ATTACH TO BLOCK WITH 3116" TAPCONS AT 8" O.C. (TAPCON MUST PENETRATE BLOCK 1 1/4" MINIMUM) WINDOW BUCKSTRIP DETAIL DOOR BUCKSTRIP DETAIL NOT TO SCALE NOT TO SCALE MASONRY INSTALLATION - WINDOWS y BUCKSTRIPS SHOULD BE PLACED AND SET IN A BEAD OF SEALANT. SEAL THE EXTERIOR JOINT BETWEEN THE MASONRY AND THE BUCKSTRIP. ALL GAPS ARE TO BE SEALED. BUCKSTRIPS WILL RUN THE ENTIRE LENGTH OF THE WINDOW OPENING. IF THE SILL IS PRE -CAST, A BUCKSTRIP IS NOT REQUIRED. BUCKSTRIPS ARE TO BE MADE OF PRESSURE TREATED SPRUCE, YELLOW PINE, OR COMPARABLE LUMBER. UNDER FLORIDA BUILDING CODE, A BEVEL OR TAPER LOCATED ON THE BUCK IS PERMITTED IF THE WINDOW FRAME IS COMPLETELY SUPPORTED AT BOTH THE INTERIOR AND EXTERIOR BY THE BUCKSTRIP. 3/4" THICK WOOD BUCKSTRIPS FASTENERS FOR INSTALLATION WILL BE MASONRY SCREWS (MINIMUM 3/16" X 2 3/4"), INSTALLED THROUGH THE BUCKSTRIP AND WINDOW INTO THE MASONRY. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (MINIMUM 1 1/4") IS MAINTAINED IN THE MASONRY. FASTENERS WILL BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C. THEREAFTER IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD MEASURE NO LESS THAN 3/4" X 2 1 /8". 1 1/2" THICK (OR GREATER) WOOD BUCKSTRIPS (NOT SHOWN) WINDOW FASTENERS FOR INSTALLATION SHOULD BE A MINIMUM #10 X 1 1/2" WOOD SCREWS, INSTALLED INTO THE BUCKSTRIP THROUGH THE WINDOW. WINDOW MAY BE SHIMMED AS NECESSARY PROVIDED A SCREW EMBEDMENT (OF MINIMUM 1 1/4") IS MAINTAINED IN THE BUCKSTRIP. FASTENERS SHOULD BE LOCATED A MAXIMUM OF 4" FROM EACH CORNER AND A MAXIMUM OF 18" O.C. IT IS RECOMMENDED NOT TO INSTALL FASTENERS THROUGH THE SILL OF THE WINDOW. BUCKSTRIPS SHOULD BE NO LESS THAN 1 1/2" X 2 1 /8". TO MAINTAIN A 1 1 /4" EMBEDMENT, BUCKSTRIPS SHOULD BE INSTALLED USING MINIMUM 3/16" X 2 3/4" MASONRY SCREWS AND BE 18" O.C. THEREAFTER. FRAME INSTALLATION - WINDOWS INSTALLATION FASTENERS FOR WINDOWS ARE TO BE A 1 1/2" (MINIMUM), 4D NAILS OR #6 X 1 1/2" DRYWALL SCREW, WITH AN EMBEDMENT OF 1 1/2" (MINIMUM). FASTENERS SHOULD BE LOCATED AT A MAXIMUM OF 4" FROM EACH CORNER AND 18" O.C. THEREAFTER FOR SCREWS AND 9" O.C. FOR NAILS. IT IS RECOMMENDED FOR ALL SCREWS AND/OR NAILS TO BE SEALED, PREVENTING INTRODUCTION OF WATER AND AIR. PRODUCT MAY BE SHIMMED AS NECESSARY. #5 VERT. HALL REINF. FILL GELL5 SOLID a 2x6 P.T. #2 SYP JAMB TRAGK/BRAGKET FASTEN PER MAK F. 5PEG5. 1/2" x 8" "L" BOLT (3 PER SIDE) P.T. DOOR 5TOP GARAGE DOOR ATTACHMENT DETAIL NOT TO SCALE STANDARD ASPHALT ROOF S1 UNDERLAPM VENT HOOD FLA FZL. V L V f \ ROOF VENTS (OFF RIDGE) DETAIL GIM1G a.. LEAD OM FLA611" NI MMORAL RAW SET N PLAOTIG ROOF CEMEW VENT STACK SEE PLOVIING FOR 92 ALOCATOG FLEXIBLE BOOT NJ*" UM MEGA& RAW SET N "TIC ROM GEPMT - NSTAU- FLANGE OVER SHINGLE AT DAM 66TALL SHRUM O VW RAW AT ;MEAD SHIWL.E ROOFING OAR Fig FELT OVER Wr' Go OR so CDx PLYYbOP I. INSTALL N 5TL41CT A412 IUTH MANFACTI.111111111ER6 W MEN NSTALJCT" Z. APPLY ROOM CMT OR 6W-AMR06 RAC DYER FIL*GE AT NW GN.Y ROOF PENETRATION FLASHING DETAIL VALLEY FLAS ROOF 1 CUT TOP CORNER OF UNDERLAYMENT TO INSURE PROPER DIVERSION OF WATER IN THE METAL VALLEY dlI47��P►I�7N:��:Y1r!1� VALLEY FLASHING (EXTEND ENTIF WIDTH OF VALLEY METAL BEYONI ROOF EDGE HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES PREVAILING 5 WIND DIRECTION STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS O O 5" EXPOSURE UNDERLAPMENT TO LAP OVER VALLEY METAL A MINIMUM OF 2" VALLEY UNDERLA EVENT (�c° FLASHING DETAIL 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") ROOF -TO -WALL FLASHING NOTES: 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 UNDERLAYMEN 2" -6" MIN. -EXTRA_NAIL ASPHALT PLASTIC CEMENT CLIP CORNER ROOF SHINGLE 8c FLASHING INSTALLATION SPEC'S NOT TO SCALE "N -T 0 NA I L I NG. SGHEDUL_E ALL NAIL5 ARE d GOMMON NUMBER AND 5PAGIN6 LEDGER STRIP I661 3 @ EA. J015T 50LE PL. TO J015T OR BLK'6-FACE NAIL I6d 161, D.G. TOP OR 50LE PL. TO 5TUD-END NAIL I6d 2 STUD TO 50LE PL.-TOE NAIL 8d/Ibd 312 DBL. 5TUD5-FADE NAIL IOd 24" O.G. DBL. TOP PLATES -FACE NAIL IOd 161, O.G. GONTINUOU5 HD'R TWO PLAGE5 I6d 16" O.G. ALONG EA. EDGE GONTINUOU5 HD'R TO 5TUD-TOE NAIL 8d 3 IXS 5HEATHIN6 OR LE55 TO EA. BRN'6-FACE NAIL 8d 2 OVER IXb 5HEATHIN6 TO EA. BRN'G-FACE NAIL 8d 2 BUILT UP GORNER 5TUD5 IOd 24" O.G. BUILT UP 6IRDER5 AND BM'S UP TO TRU55 MEMBERS IOd 32" O.G. @ TOP AND BOTT. AND 5TA66ERED 2 ENDS @ EA. 5PLIGE 112" 6YP5UM 5HEATHIN6 II 6A. 1-1/2" 67ALV.1/I6" HEAD. 4" ON EDC7E 8" IN FIELD 5/8" 6YP5UM SHEATHING II 6A. 1-3/4" GALV. 7/I6" HEAD. 4" ON EDGE 8" IN FIELD 112" 6YP5UM WALLBOARD 1-3/S" DRYWALL NAIL 7/I6" HEAD. T ON GEILIN6 8" ON HALL5 50' GYPSUM WALLBOARD I-1/2" DRYWALL NAIL 1/I6" HEAD. T ON GEILIN6 S" ON HALL5 HARD BD.. LAP 5IDIN6-DIRECT TO STUD Sd GORRO51ON RE515TANT W/ MIN. SHANK PIA. OF .Oqq" AND A MIN. HD. DIA. OF .24" Ib" O.G. @ TOP AND BOTTOM ED6E5 HARD BD.. LAP SIDING OVER 5HEATHIN6 IOd GORROSION RE515TANT H/ MIN. 5HANK DIA. OF .OqT AND A MIN. HD. DIA. OF .24" Ib" O.G. @ TOP AND BOTTOM EDGE5 HARD BD.. PANEL SIDING PIREGT TO 5TUD5 5d GORRO51ON RE515TANT W/ MIN. SHANK DIA. OF .Oq2" AND A MIN. HD. DIA. OF .225" 6" O.G. @ ED6E5 AND 12" O.G. @ INTERMEDIATE 5UPPORT5 HARD BD.. PANEL SIDING OVER SHEATHING Sd GORRO51ON RES15TANT H/ MIN. SHANK DIA. OF .Oq2" AND A MIN. HD. DIA. OF .225" 6" O.G. @ ED6E5 AND 12" O.G. @ INTERMEDIATE 5UPPORT5 NAILING SCHEDULE REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R303.4) R308.3 HUMAN IMPACT LOADS. INDMDUAL 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 II AS INDICATED IN TABLE R308.3.1 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 R308.4 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 OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM 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 ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(810MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING 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 CONDIIIBNS: 7.1 EXPOSED AREA OF AN INDMDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 73 BOTTOM EDGE LESS THAN 18 INCHES 457 MM ABOVE THE FLOO 7.3 TOP EDGE GREATER THAN 36 INCHES 914 MM) R. ABOVE THE FLOOR. 7A ONE OR MORE WALIUNG SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL dPPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. G, NG ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES 914 MM) HORIZONTALLYKIN OF A WALG SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 80 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES 1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANYDDIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (IVA MM) ABOVE THE NOSE OF THE EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, 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 RMA ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS IIJSTALLED 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 K ) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %NCF68 (gyp W N HEIGHT. S. OUTBOARD PANES IN INSULATING GLASS UNITTHE GLASS IS 25 FEET S 7gAND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4 ITEM 7 WHEN HORIZONTAL IZo AL [WITHIN 5 DEG ([0 79 RAD) OF HORIZONTAL] SURFACE ADOR MORE ABOVE JACENT TO THE GLASS NG EXTERIOR. CSR OTHER 7. LOWERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. S. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF fFIE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. TABLE R302.6 DWELLING -GARAGE SEPARATION SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE BOARD OR EQUIVALENT CH TYPE X GYPSUM USEDCFORESSEPERA ORTEQUIVALENT 1/2-INCH GYPSUM BOARD IONTREQUIREDRBYETHIIS SECTION GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR UNIT ON SAME LOT EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA GARAGE DOOR JAMB NOT TO SCALE 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 TAP 4" C, ❑, LOCATE AND C❑NN TO EXISTING TAP PLUMBING NOTES: BATHROOM PLUMBING FIXTURE HEIGHTS: SHOWER HEAD 77" ABV. SHOWER SHOWER VALVE 46" ABV. SHOWER TUB/SHOWER HEAD 80" A.F.F. TUB/SHOWER VALVE 30" A.F.F. TUB/SHOWER SPOUT 22" A.F.F. 1_& r OUTSIDE WATER TAP ELECTRICAL, PLUMBING & MECHANICAL: IN ACCORDANCE WITH CHAPTER 471.003 (2 (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SH LL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON F.F. ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. F.F ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT. "AFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS &c FIXTURES SHALL BE WIRED INTO AN ARC —FAULT INTERRUPTER. SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARING THE DWELLING FROM THE 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) FLORIDA STATUTE 471 ONLY REQUIRES ENGINEERING ON RESIDENTIAL IF THE COST OF THE OR MECHANICAL IS OVER $125,000 OR IS OVER 250 FIXTURE UNITS ELECTRICAL AND 15 TONS OR OVER MECHANICAL. FBC BUILDING CHAPTER 1 (105.3.1.2) 2" VTR 2" VTR SINK 'SHOWER 2" VTR SINK 211 WASHER 4" C. ❑, i SINK VTR SINK LOCATE AND CONNECT TUB TO EXISTING WC INDIVIDUAL PLUMBING, ELECTRICAL, PLUMBING, OVER 600 AMPS 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. 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. N CITES: 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 I DESCRIPTION $ SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH i� 110 V RECEPTICLE(1/2 SWITCHED) 110 V RECEPTICLE 6GFI 110 V RECEPTICLE - GROUND FAULT 6AFI 110 V RECEPTICLE - ARC FAULT 8 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE In DUPLEX OUTLET IN FLOOR 36 110 V QUAD 36wp 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 FLOOD LAMPS �--°�- VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER S&D SMOKE /FIRE DETECTOR/ALARM D& SMOKE/CARBON MONOXIDE DETECTOR - COMBO © CARBON MONOXIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L =' I DISCONNECT 200 AMP - METER SOCKET UNDERGROUND SERVICE (IF ' AVAILABLE) ELECTRICAL METER ELECTRICAL PANEL 3- 2/0 THNN CU FEEDERS 2" GALV RISER 2" CHASE W OR (3) #410/T W#AL. THW COP. 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL ON INSIDE GARAGE WALL 2" GALV NIPPLE #4 CU DRIVEN GROUND RODS 2 EACH 8'-0" APART MIN. `-3/8" X 8' GROUND ROD CONCRETE ENCASED "LIFER" ELECTTODE REQUIRED PER ART 250-50 N.E.C. MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT. BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN 5967 14TH STREET 813-781-3651 Z EP HYR H I LLS, FLORIDA rgollhardt@tampabay.rr.com D.W.SMITH,M.S.,P.E.#53008 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 ELECTRICAL SCALE DO NOT SCALE DATE 26 SEPT 2020 SHEET OF 9 OF 10 TERI BUTTERFIELD CDC1332445 DESIGN/DRAWN R. GOLLHARDT CHECKED D.W.S. 2020-0831 9 G 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. HVAC LAYOUT PROVIDED BY: FLORIDA AIR DESIGNS INC 312 S BAY STREET EUSTS, FLORIDA 32726 OFFICE: 352- 483- 0004 WWW. H VACD ES GN S. N ET v 0 F_ 4 HE 16 i07-R10 Application Type Revision Code Version 2017 Application Status Approved Comments Arrhrved Product Kanufacturer (Jopay Building Products Company Address/Phone/Email 8585 Duke Blvd. 4 ZT�r�r NI -co, OH 45040 (513) 770-6062 2 O� mwesterfield@d1opay com zr i71()r 2� S7 P.s 17 Ll� 'I,, Authorized Signature Scott He In i I ton IP T U. Tn7[APF,1_r 5�1 OH 14cs a - I shamj1tc;I@c1opaV com it - Tedinical Representative x Address/Phone/Email LJ QualitV Assuranco RepresentaUve 7LE- 31� P) WEl"IEFAU 6FTTI�-, F� Address /Phone/E mail F,felIss- F'3� sl LEs PcF szI, 'H D fOG-J_-LU� 'jU % I A -IL NE H�* Category Exterior Door$ IT 1* J GLAICIG SEE 6-c Tolk- STIES =ER SEC7r3:.. (z� STrRo � 11 -Ir 2-i'S T -PU I�PQ �J: HI S.bcateg., Sectional Exterior Door Assemblies A 1T*In`Rq 'E'll 'E EACH SIP" 11 SI-E Flr� T Slic 30 7R 1.71-1 CPTIOII-� CPTIC111 IS- IF '/3 _OE3, 111,_Ae_-. Gsc,,,� � Is A' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 19 sOTTOv) Al C, JRA',� UuTrP). TEF�, sr, PER C1211, S 2l- CE _ES I /� FR.-, CP AFP3C I'D =2 --_,�sTC A.sc I ClLIZIuc Is GL LF1,l1l S ll2iI�2T, �11 CC2 �LISTC i, Accr.F� r i C, le!H IEC/r= H: 0 EC,' �C F_N:!=lE Flonda Professional Engineer Evaluabon Report - Hardloopy Received , "R "Ct Fl_LDsI-_LV, El 3, EMS (PEF S; It _j io, SsF i� . /;' % , , " - u. --a Y S- Tf-a:�TT-, 'A E�41) T,71L-3 47AE�1-,D -D 0,%R 5�t T_', i �`Q5 A13 "I APPRO',E_' Cl FLIS-ILI "CrIDR, CE '6-2 ul 'Wl ASSEll 'sSIALLED N' COM=U�'-\OE .1.7 T,.is SE ICH MEEIS 17-0.1 A� FMOLT I C_ Trq7 -5 HSTAILED IIJ Cd!JF,:A%CE 7ril� _ETs _rl-41"D LCA, `HE'�MENTS Or T,E iu�e.l EvIlrANIC Cc_;F OR 1:40 310-Il Ob FLCl HOLD Nf, C-11 7;l:,, -to- BUT "CET `E l?4PAC7 RES,S-. ALICT ;S i A1,0 [.Us-7 REsli 'll �' 16 FO-- Honda Engineer or Architect Isame who developed the Evaluation Report Scott Hamilton I C-I,rul I y UL_--1 iL Q, 1, ��R r T .31_A21\:�, .01Pd2N) jg_�C`Tll E-F 'fl I -IT NQ P'lQW( !A L A 7 Honda License PE-63286 C Quality Assuran ce En lity Quality Assurarce Corl Expfrabon Date Intertek Testing Services NA, Inc. -QA Entity 12/31/2020 ------- Il] SEE Wl MINCE I.- T. Ir k rr"T FR"lF -.11H. uv. 'D. - C Ol-H, NOTE THAT fr%qF0l';ER T�kN Validated 5V Gary Pfehle, 1--y-,�:-'a - , "El C. Ell, HIl i47(l S 1 CFT F, L !4, -,T:tl "I. I.`111 4 Certificate of Independence 1.6dalhDri Checklist - Hartl Rec*Hved Rit,107 RI) C01 Ccr: of Enti- sDC OFA%,� Inependence of Evaluator C IT T -0 D v7.TICAL 7) ic. Referenced Standard and Year (of Stan dard) Standard Year ANSI/DASMA 108 2005 ANSI/IDASMA 115 2005 AS TM E 1886 2005 D A. LS ASSEMSLY DETA 1,S ASTIA E 1996 2009 IS;- 4, 0 DO -.R DRAW111NIQ 101348.A I)RAM111NO 2013413.8 AS TM E�00 2002 TAS 201 1994 TAS 202 1994 E IV TAS 203 1994 IN 63 of Product Standards Certified BV Honda Licensed Professional Engineer Architect DAP ss siATE OF �I EL 0 F AEquivalence A'A .Fk 1.6- 11v W FL16 -0 107-P, 10-Equi 170ST09 FDC DAS 115 eqL,iv,pdf of ri I ay SecItons, fi om the code _ER,' ProdLl:t Approval Met Method I Option D CAT!. L SC �4 od llRCB/1012017 Date Submitted -- ---- . ...... Date Validated 08/14/2017 Date Pending FBCApproval 08/16/2017 Date Approved 10/10/2017 .... . ................. . .... . . . . ..... . . .. . .............. . .... . ................ ......... . ..... . 2 MDDE� S �A AlO.I zoitll� .. ..... ... ........ .. T_ ................ ..... . . ...... .. . .......... ... ........... . .. . . . .. . ................. M23SS ........... .. . ............. LIl 5'AY fl-,; A 5L P Y F,3 .......... .... 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'P STA7E OF 4, ZI T B pay 2 IN, R..... . . ... ............ ------------- - -- ............. . . .. ... . ........... ....... .................... L. .... ........ "1 '17 O 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 Standard 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. 1.- JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantcla fbci@jeld-wen.com JELD-WEN Corporate Customer Service 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 A4.MA/WDMA/CSA 101/I. S. 2/A440 2008 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my products) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity r_. 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 Fp9MEi.4E:0✓Y FRp E°6E:x,? MASONRY INSTALLATION 1 1 1/4" MIN. EMBEDMENT �- .ux:LWBrt F TYPICAL HORIZONTAL 1 a HOOK STRIP t� lid•"nr '; EMAEDAIE T+ 1M SP,;E ' MASONRY xM xuE 1' BLOCKI/4"MAX MIN. DssraN� 4 SHIM SPACE fRDM EWF. z:m Q ❑ 4 2 'd I i 4 I HOCK STRIP l MIN. DISTANCE +'.n•.OlsrAx . '. . I----- FROM EDGE: 1° - -t ____ A,ssaz.F iROM EafiE.zv:• d ' A t FRAME SECTION Mj . I G1 AZINIG DETAIL rORTZONTAL SECTION I �_ p =a l FRAME SECTION (NA} i 1 l 4 :. Max Frame OP RATING IMPACT I , MM1wrA� 190 1/8 x 95 112 +50/-50 NO MW D[SinNtf Fpux EDGE - ¢• acr4 ED6Ex r< Installation Notes: General Notes: 1, Seal flangelframo to substrate. 1. The product shown herein is designed, tested and manufactured to comply with thil lead criteria 2. Use (2)-3/16" Tapcon or equivalent fasteners through frame per location with sufficient length to of the adopted International Building ^) p I rig Code(IBC), the International Residential Code!IR.,,, the Florida penetrate a minimum of 1 114" into concrete or masonry ar each location with a 21/2" min. distance Building Code(FBC) and the industry recuirem'ent for the stated conditions. from the edge. For concrete min fc = 3000 psi)or mason substrate CMU shall conform to ASTM 9 ( I masonry ( 2. All glazing shall conform to ASTM E1300. C90). 3. At minimum, glazing is 4.7 mm lemperea -'6 mm airspace -4.7 mm tempered grass 3. Use (1)-3/16" Tapcon or equivalent fasteners through hook strip per location with sufficient length to 4. Use structural or composite shims w1here requill 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 engineerjjrwfjPi the project of installation. 'N ,. This schedule addresses onlythe fasteners required to anci}or the PROIECr 11E EER, DATE: g ♦♦ �i 3737 Lakeport Btvc � � F . -- 08/13/2014 window to achieve the rated design pressure up to the size imitations `ti (� � • •\ • av: Klamath F 7 N ath a15, OR. 9 601 noted. It is not intended as a guide to the installation process does ". � DRAWN scALe: Stella sand e i pro : �, • O D. Vezo NTS _ Phone. .541) 882-3G51 not address the sealing consideration that may arise indifferent wall 7 •: conditions. For the complete installation procedure, see the instructions _ .* * _ CH --Colo a'c TITLE: J. Kantola packaged with the window or go to - www.jeid-wen.comlresoumeslinstallation. 0 Tj�_Tr q`F AF Premium Atlantic Vinyl Sliding Patio Doo; )O= rt DsClAtMEtt BEEN and its contents are confidential and are not to 6e �� . pFDEEN[Th,p=,g P.E. NQ ed or copied in whole or in part or used or disclosed to others Tr_R PLaNr 398 E 338 I_ermt tom. NAME;:c _o:n-oFe :�; DAB IREV: sHEE-xcept NCT IO-3576- 00 as authorized by JELD-WEN Inc. a -FBC Venice, FL -7 -for n+w EMI rKOY POCKET FRAME INTO WOOD nH orTIOHAL ��„� rSEE M001( SEENOOK Na1P PFTAL 51rtlP QCINL , TNAu AAK rK _ voclaT PMLTar � Rrn � � �i` Q.C, uw . "N � Y�+u.. nM � j T Ka EMU 4E g 010, 14R1• : RC..YAR. raaY wbrH (iQ0 i/e• MAX.) I I ' �NOaI rwicx e,:vATTOni MATH nastENm srA¢ w I 4UP IS" 410. W.X. S• YAX. THRrr r1tAYE tA'.E:B. YAc 4n10'4 - il► Af wwnu ' IKKK 5R P U L STRIP Orr" 'sr" WAN. . now MCKEi -. loom ��¢$ tA.W 14 , I k.Q,MSAUX !%r HDON N' NOtl( IP O.C. q.0. MA1AOrX aIRP IIgL 1NBY Ad, y� 671V NNL rK t��r /d I L.=4L=lLJSII OOQR TMTH (WD i/a" WAX.) WC��STFx.�SPA�� ( i ��ICAL�VATION ee�E i General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of Max Frame DP RATING IMPACT the adopted International Building Code (IBC), the International Residential Code (IRC) the Florida 1901f 8 x 95 1/2 +50/-50 NO Building Code (FBC) and the industry requirements for the stated conditions. j 2. All glazing shall conform to ASTM E1300, j 3. At minimum, glazing is 4.7 mm tempered-1 B 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 Date:2014.09,12 13:20:43-04'00' This schedule addresses only the fasteners required to anchor the ��i ti l i 1111/ window to achieve the rated design pressure up to the size limitations ,♦x ,�� noted. It is not intended as a guide to the installation process and does `♦♦ i PR03ECT ENGINEER: DATE: �i 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall � �' - 08/13/2014 \• �, DRAWN SCALE; JELDIWEN Klamath Falls, OR, 97601 VV BY: conditions, For the complete installation procedure, see the instructions Z ;' O .. D. Vezo NTS Phone: (541) 882-3451 packaged with the window or go to 7 : _ BY ww'w.jeld-wen.comlresourcesfinstallation. * = * = 3EKantola Title: APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door XXXX DISCLAIMER: r r1l This drawing and its contents are confidential and are not to be � � •• C © L/ � � `^� P RT PRO ECT Na.: tr0_-`� D�a014 reproduced or copied in whole or in'Dart or used or disclosed to others �i� •e`' E, I� except as authorized by JELD-WEN Inc. see &�fF Dp$ Hlvd.`�fte 99a !DENT F ER No. PLANT NAPE AND LOCATION: CAA DWG: NO.: BEY: 00 EET IIIIII eaQhhh, Cd NC I_210-3576- -FBC Venice, FL 00 .oF� vz•MIN .MBE FNr NAIL FIN INSTALLATION MW. DTSTANCE FROM Ea5E. V1. 1/1G" MIN. 2 BaTH sraEws - ;.-- - --- - - --- - - EMBEDMENT urMw MxN.OIsrAN2 TYPICAL HORIZONTAL ROM1V EDGE'.3/4'• EMBEDMENT HOOK STRIP " °°N ° EM EaNENi 'SHIM SPACE 1I4•' M U SHIM SPACE I. MIN DISTANCE 3 FROM EDGE: . 1/4" MAX aorH srRe%S SHIM SPACE 2x WOOD FRAME . oat iz,"r, Tmm 11/2"MIN + HOOK STRIP �W 9 EMBEDMENT L I a! r,,.A55 BITE t: OPTIONAL----------.._.._� MIN. DISTANCE I MIN GISrANCE - - 4 j FROM EDGE: 3/4" i FROM EWE: 3141 GLAZING DETAIL WOOD FRAME 5ECT70N TYP) HOR=ONTAL5ECTION (TYP) ca ye.,w.a.:rvm Fa N,",;. awr.a•opwP4. FRAME SAL SECTECTION O'tZCAE��LSECTION - ■ SHIM SPACE E%`N F-AMA Li MW GLStANCE xuI. m'. MaxWeb FNOMEO6F 3!-0` REDMENT aFrame DP RATING IMPACT 7 MIN.TT.TAN[F 190 1/8 x 95 1/2 +50/-50 NO OPTCONAL saTHFROM E`5E ecREws - . • 1112"MIN. EMBEDMENT 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 of Z Use #10 PH or greater fastener through the hall 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 2xwood frame substrate (min. S.G. = 0.42). Building Code (FBC) and the industry requirements fof the stated conditions. 3. Use (2)410 PH or greater fastener though the frame per location with sufficient length to penetrate a 2. All 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 mm airspace- 4.7 mm 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 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, 1{I I I I r1111,'f This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations ♦♦ PROSECT ENGINEER: DATE: 3737 Lakeport $Iva noted. It is not intended as a to the installation and does - �; 08/ 13/2014 T��y!1T 7� •. guide process �¢,.'' -• + DRAWN BY: \S+- SCALE:. J.... DV Klamath Falls, OR 97601 not address the seating consideration that mayarise in different wall O : D. Vezo NTS Phone: (541) 882 3451 conditions. For the complete installation procedure; see the instructions - % = cHecNED BY: nTLE: packa9ed with the window or go to = * _. • _ / 71C - J • Kantola www.jaid-wen.com/resources/installation. -APPROVED II T T F r� DY: Premium Atlantic Vinyl Sliding Patio Door XXXX 40 DISCLAIMER �Q 4// -, C [}F ,'' This drawingand its contents are confidential and are not to be 's © P RT�PRO E o.: �H Noarer E♦♦ ADU0� ' reproduced or copied in whole or in part or used or disclosed to others 396 pydr'� �® IDENTIFIER No. PLANT NAME AND LOCATION; CAD DWG. No.: REV; SHEET o. except as authorized b JELD-WEN Inc. EkaQh; NCTL210_3576- FBC Venice, FL 00 z oPY POCKET FRAME INTO STEEL I i )9" O.C. MAX. S• MAX. 1 FROM THRU HEAD/SILL.. FROM d" MAX,. 18" q C MAX. PROM THRU HEAD/SILL CORNERS SEE NOOK SEE NOOK _ -� STRIP DETAIL STRIP DETAIL I� SEE HOOK ai STRIP DETAIL v POCKET POCKET n POCKET ?: = 14.25' TL 14.25" O, MAXTIT THRV � 1 0 THRU iS HOOK HOOK S STRIP STRIP J- 17" O.C. 14.25" I O.C. THRU DOOR WIDTH (190 1/8" MAX.) THRU NAIL ///! TYPICAL ELEVATION WITH FASTENER SPACING PIN HOOK' STRIP ab2P --- -----� General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of 9 py _ Max Frame DP RATING IMPACT the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida I Building Code FBC and the Indust requirements for the stated conditions. + - 9 (FBC) Industry q 1 x 1 2 50 0 �1 9 / /5 90 f8 5 NO 2. All glazing conform to ASTM E1300. 3. At minimum, glazing is 4.7 tom tempered -16 mm airspace- 4.7 min tempered glass ' _-- - 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the ,1111111 t fIz 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 `*♦ rr' sl PRolEcr ENGINEER: DATE: _ 77 i 3 3 Lakeport Blvd not address h i consideration`�' � 08 13 2014 P e s the sealing that may arise in wall -.F / / 9 y i � � K h li •• "A lamat Fails, OR: 97601 • \• EL N d _ DRAWN EY: S GALE' conditions. For the complete installation on procedure, see the instructions -Tr i7 �Y ,i:a p a p e, nstr ti0 Z .• D. Vezo NTS V phone: (541) 882-3451 packaged with the window or go to 7 CHECKED BY: TITLE: www.jeld-wen.corWresouroes/installation. J, Kantola T TF = APPROVED BY, Premium Atlantic Vinyl Sliding Patio Door XXXX DISCLAIMER This drawing and its contents are confidential and are not to be •. C0 CJ4 P' P r o E Nq.: E♦♦ �06614 reproduced or copied in whole or in part or used or disclosed to others •Norero except as authorized by JELD tNENInc. 3¢ESS,�.r, a d. �#� 9 8$8 IDEN-1 FIER No, PLANT NAME AND LOCATION: GAD DWG, No,: REV: SHEET IIC , b "" NCTL210-3576- -FBC Venice, FL 00. e0F7 igr jSITE HOOK SIM DETAIL �. POc1fET' t_ D M TIM A Sw TRANS. FINOP118HA1.. a• to"" SEE HOOK ",_SMP DETAIL . P4LKlT AM OnAL Q.e. YAx. TiQfU PNMr rM�P : : g 4�2" „ a" YAX. T1elu TRAYS RNEas BSTRV l SM HOOK StRIP DETAIL - POCKET PaQKsr 1624'11,26- o.c NU �•o.a 4Ax. SUMP 91/I' neeQ wQTx tao0 rAe^ ufx.t POCKET FRAME INTO WOOD rr im 'WL N1Y NAL ' TYAICAL EiEVATLONM:TH fASTEfJE0.5PACtne '_ " AozP -- - -- -.- General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of Max Frame I DPRATING IMPACT the adopted International Building Code (IBC), the International Residential Code (IRC, the Florida - Building Code FBC and the industry requirements for the stated conditions. 190 1I8 x 95 112 50/ 50 NO g { ) y q o 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.o9.12 13:20:43-04'00'chi I t i t t 1 /1j � window to achieve the rated design pressure up to the size limitations♦t 1 noted. It is not intended as a guide to the installation process and does ♦♦Ile� PROJECT ENGINEER: DATE: ♦ i 3737 Lakeport Bivd not address the sealing consideration that may arise in different wall �♦ �� F �, - 08/13/2014 \• �� DRAWN scaLEp EL�.7 �T �,�t Klamath Falls, OR. 97601 conditions, For the complete' installation procedure, seethe instructions ti •Z' ; � ; p D. Vezo NTS Phone: (541) 882-3451 packaged with the window or go to 781 '_ www,jeld-wen.comrresources/installation. it = ok 3.KanED tola TITLE APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door XXXX DISCLAIMER: f to This drawing and its contents are conli dential and are notto be O .•' . L 0 DP;-° �: PART PRO ECF Nq reproduced or copied in whole or in part or used or disclosed to others �i� ft•H�'erC, D�? 1 014 except as authorized by J ELD-WEN Inc: Sea {,rfIF,� RTC Q ` iti 99a IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. NO,: REV: sHLET sae . R NCTL210-3576 -FBC Venice, FL 00 DFz i - - - - - - - - - - - POCKET FRAME INTO MASONRY 18" 0.0. MAX, S` MAX. FROM THRU HEAD/SILL ORNERS 16" O.C. MAX. 5" MAX. FROM THRU HEAD/SILL CORNERS n. SEE HOOK STRIP DETAIL SEE HOOK STRIP SEE DETAIL � STR P DETAIL y POCKET POCKET v POCKET x 14,25" 14.25" O.C. MAX .-t D.O. MAX. THRU 1 1 THRU STRIP HOOK _ STRIP a o. 17" O.C. 14.25" MAX. �'� O.C, MAX. THRU BOOR WIDTH (190 1/8" MAX:) ,' THRU MAIL HOOK TIN TYPICAL ELEVATION WITH FASTENER SPACING // STRIP 4D2P il. 201P P/R - - ---- - ----- - General Notes: 1 The product shown herein is designed, tested and manufactured to comply with the wind load criteria of Max Frame I DP RATINGI IMPACT the adopted International BuildingCode IBC the International Res' ( ), Residential Code (IRC), the Florida 190 1/$ X 95 1/2 1 +50/-50 NO Building Code (FBC)and the industry requirements for the stated conditions, Z 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 ��t1111j window to achieve the rated design pressure up to the size limitations ��t till - noted. it is not intended as a guide to the installation process and does N. �� PROJECT ENGINEER: DATE: ,,.. r, not address the sealing consideration that may arise in different wall .�4` �Q .1 �� 08/13J2014 3737 Lakeport Blvd conditions. For the complete Installation see the Instructions \ DRAWN BY: T EL"ENKlamath Falls, OR. procedure, + . SCALE 97601. O D. Vezo NTS `� Phone: 541 8 - packaged with the window or go to 7 { ) H2 345t www.jeld-wen.con./resources/installation. * = CHECKED BY: TIILb: ' J. Kantola DISCLAIMER: APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door XXXX OP;: This drawing and its contents are confidential and are not to be : O •.; C OR • �/ PART Pao E No. .1 E♦♦ reproduced or copied in whole or in part or used or disclosed to others Db19614 8ot+aero except as authorized by JELD-WEN Inc. Sea p 1�j�}i. IDENTIFIER No. PLANT NAME AND LOCATION: CADDW77 REV: SHEET Yalie ass NCTL210-3576 -FBC Venice; ®a'h' FL 00 AO" --- -- �� sce°I�x�" - STEEL INSTALLATION '1 4 2,( Mri..mbrdmem I or.inreeth,was pas£fraoe TYPICAL HORIZONTAL 1' --- 18 gouge min HOOK STRIP 0 MAX 114^MAX Steel Stud $HiA1.5PALE SWIM 5PA4'E. 1/4" MAX 4 SHIM SPACE i Min. exm>edmeAl L l F ¢f thr¢¢,Hre¢ds pn6h from¢ I i 2 ❑I 3 HOOK STRIP N a5.4 "m II 4 I J LLJJJ I Dow spy Min. embedment of three threads I epsalTF agDryem;n 2 �.o past frame I srru st"a 0 i r � I GLAZING DETAIL 1 FRAME SECTION (TYP) HORIZONTAL SECTION ERAME se VECAL SECcrloN TI(TYP) RT2ON 11 l� 4a° MAX SLUM SPACE I' M"Max Frame I OP RATING IMPACT 2 tor'¢ noel 190 2/8 x 95 112 +50/-50 1 NO ' ,e g<uge mN 51. $1. . Installation Notes: General Notes: 1: Seal flange/frame to substrate. 1. The product shown herein is designed, to 2. For anchoring into metal framing, use 2 -#10 TEK Self Tapping 9 , steel and manufactured to comply with the wind load criteria 9 O pp g screws per location with sufficient of the adopted International Building Code(1BC ,the International Residential length to achieve a minimum embedment of three threads past the frame thickness. Locate ) enflal Code(IRC), the Florida anchors as Building Cod e F and d the in dustry rictus requirement ( ) fo ih r e slat tiYeel conditions, shown in elevations and installation details, Steel substrate min.18 a ns. g (fy = 33 ksi). 2. All glazing shall conform to ASTM E1300, 3. For anchoring into hook strip, use (1)-#10 TEK Self Tapping screws per location with sufficient length to 3: At minimum , m, glazing 4 7sit tom tempered tom airspace - 4.7 tom tempered glass, achieve a minimum embedment of thraefhreads past the frame thickness. Locate anchors as shown in 4. Use structural or composite shims w equ p P here required. elevations and installation details. Steel substrate min. 18 ga (fy =33 ksi). 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to tha structure. The host structure Is the responsibility of the architect or engineer of record for the project of installation: III 111111, ♦0111 This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations �♦♦ .• �fi PRoIEC NG NEER: DATE; It is �� OS/13J2014 3737 IT rest intended as a golds to the insta0ation process an ♦ Lakeport Blvd p d does ; ' not address the sealingconsideration t .' \ DRAWN It: sGa e; that may arise In different wall . . O FjN KamathFalls,OR.97601 : zo J �"� D. Vezo N conditlons. F TS or the installation � complete pro cedure, cedurB seethe i Phone' P e instructions � 541 - •' 882 3451 ECKm BY: Packaged TITLE With i p aged. the window of go to � * J. Kantola www.jeldwen.comlresourceslinstaiia6on. p T T : APPROVED BY: Premium Atlantic Vin i Sliding Patio Door /� Y 9 XXXX DISCLAIMER � - O •. h? ��' C dP E No.: This drawing and its contents are confidential and are not to be -IleEipIF n, F��` UOON` reproduced or copied in whole or in par* or used or discbsed to others 'e NOON` LOCH ION: C40 DWG. No.: REV: Except as authorized by JELD-WEN Inc. ass aCT�te 338 IDENTIFIER No, PANT NAME AND SHEET aGyR n, ¢ NCTL210 3576 FBC Venice, FL 00 , oF, I c U r FL # FL16468-R12 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived I"" Product Manufacturer JELD-WEN Addes✓'/Phone/Erna1 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl @jeld-wen.com Authorized Signature Jason Kantola fbcl@Ield-weri.com Technical Representative JELD-WEN Corporate Customer Service Add es:.lPFlone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (80C) 535-3936 custom erserviceagents@jeld-wen, corn Quality AssLrance Representative Addess/Phone/Email Category Exterior DOORS Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluatlon Report from a Florida Registered Architect or a Licensed Florlda Professional Engineer ( Evaluation Report - Ha'dc po opy Received Florida Engineer or Architect Name who Hermes F. Norero, P.E. developed the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 14-1 Validation Checklist- Hardr-opy Received Certificate of Independence FL1646'B P-12 COi COI 1W SS 2015-04-77.Ixif Referenced Standard and Year (of Standard) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLlu41_i13 R12 -q L.gSTlv1_I;_84Egaid,�liencyLt�tha__',` 017.-Q8-- 31.OdF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 1 O/02/2017 Date Validated 12/22/2017 Date Pending F8C Approval 12/22/2017 41/2" TYR. 4 1/22'. TTYYR ` 11/2° OFFS Np, w z Oj TYP. ANCHOR LAYOUT i ^ DNA) D-INEPD-rf7Ni.. 1114' MI N. EMBED TP. SEE TABLE U o FH 0C. z z w dN: 0o M `-2X WOOD BUCK 2X WOOD BUCK INSTALL. ANCHOR PER BUCK ANCHOR TABLE �3\2X WOOD BUCK INSTALL: 2X WOOD BUCK INSTALL. T aaeerman of H n NOTES: 1- 2X BUCK IS NOT FOR INSTALLATION ATSILL. 2. ANCHORS MAY BE 5TAGGERED ASSHGWN IN UETAIL 4/3. SL230 SL130, LEFT SL130, RIGHT SL230, Ei SLL30, 9'0" Ll 51220, LEFT SL220, RIGHT SL300, LEFT SL300, RIGHT EL000 QUALfFIED SKIN PATTERNS 250#.010 + DLD 030t.010 092..005 r�TYP. GROOVE DIMENSIONS 3 2% BUCK ANCHOR TABLE 6'8" ODORS 6'0" DO00.5 ANIZOR MINANCHOR MIN. EDGE MIN. CENTER TYPE SUBSTRATE EMBEDMENT DIST. TO SUBSTRATE TO CENTER DISTANCE MAJLO.G MAX. O.0 SPACING A7 SPACING AT JAMBS JAMBS DW TAPCON 11C CONCHETVCMU 1-LA" 2-1/2' 4- 25' 301/q' E LCO ULTRACON 1/4" CDNcNHE/CMU 4- 25' 4"-CMU PREPABEDDY: L BUILDING DROPS, INC. as f. aA u"efOfH fF�3•ssF. 33e 95+)n Baa>ew .�pl aW ry aga+ae �a U e 3�=" gg DO D~, X oz ¢Z a Z; Z O O W= REMARKS By DA Baer nDA sBl, wxR.PaM Lak GL D671 Ada OHell/i°0 sk,n PaRemz L5 1]rz' DES F F N ? Uj T�T�iE /pF r D' DATE: 02.05.14 DWG. Y: GL TJM SS%MSS SCALE: NTS owG. #: A010861A SHEET: OFD 3 F 2X W000 BUCK f� MIN. EDGE DST. ,,,� / WOOD ANCHOR BUILDING DROPS, SEE TABLE SHEET 2 SEE TABLE ON SHEET 2 PHAEH "u SILICONE Nj tasRAwsm". � m 2X WOOD BULX / 1 / Q C) iN O' o`�^"P yj/ % o NII'WX. 2XWOODBUCK WOOD ANCHOR SHIM SEE TABLE ON SHEET 2 MIN. EMBED. 4 ,J SEETABUSHEFT2 pEt HEAD (TYPICAL) 2 JAMB (TYPICAL) /31 OPERABLE SILL o°z z 6 OUTSWING SHOWN-INSWINGSIMILAR OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING - NO ANCHOR REQUIRED 2 p � �� ENDUFIAZAIL4565F W O 1i.o w 3 SILICONE C) SILICONE 7�- IL WOOD W000 BUCK F REMARKS BY DAT odd ACA 518. MUNPdnt larY G 2X WOOD BUCK r OPERABLE SILL OPERABLE SILL -7) OPERABLE SILL OUISWING-NO ANCHOR L REQUIRED 1 WI NS NG-NO ANCHOR RE UIR 0 \ypJ 4 E `" �DUTSWING-NO ANCHOR REQUIRED AFCO J-2297 O x °r$,'.,Aia�'�W"" �uA AFCO A-2T6/P-Z000 V AFCO H-497 - YAS ' F O - ',IQ 7$1 -: _ * IL a , srprE qF %pow; •-.�`<o�T%�: ` ��'. SILICONE SILICO14E SILICONE 2X W000 RUCk 2X WOOD BUCK ZX WOW BUCK AA1Sbb�4 J8 OPERABLE SILL OPERABLE SILL (( OPERABLE ADA SILL DATE 02.05.14 DWG. Y: CHK V: OUTSWINGNO ANCHOR REQUIRED DUTSWING-NOANCHOR REQUJREO �JINSWiNG/DUTSWING - NO ANCHOR REQUIRED GL TJM SS MSS AFCO A-117 ENDURA Z08L4S65F ENDURA NC15000 SCALE: NTS DWG. #: A010861A p OPTIONALLY, ANCHOR CAN 9F PLACED IN NARRD W SHEE I: OF 8 SECTION OF HEAOOR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACH REV ED. El Y B 8 D A DESIGN PRO / SMOOTH PRO / STUDIO NON -IMPACT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FEC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAB 202-94 2. ADEQUACY OF THE FXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS 1'0 THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT DF RECORD FOR THE PROJECT OF INSTALLATION, CTUAL CONDITIONS FOR 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT A A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6, NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (W7P) OF 9,75 PSF, REMAINING SILLS NOT RATED FOR WATER INFILTRATION. If AUTHORITY HAVING JURISDICTION REQUIRESTHAT PRODUCT MEETS THIS REQUIREMENT, PRODUCTSHALLBE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = ON LENGTHOH HEIGHT IS z 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 q TYPICAL ELEVATIONS, DESIGN PRCSSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 B OPTIONAL. 2X RUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL AS,EMBLIES 5 A HURIZUNI AL ASSEMBLIES, GLAZING DETAIL 6 A WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES 8 A COMPONENTS & BILL Of MATERIALS R UEXTERIOR �� LOCK JAMB OUTSWING SHOWN - INSWINGSIMILAR 9-#9X 1314"PFH 8-#9X 21/2'PFH W/HARDWARE W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 4- MPL STRIKE PLATES 20 EXTERIOR INTERIOR T QUANTIN 37 1/2" MAX. G s O.A. WIDTH ® S \ r t. LD zi O 5 a �m�¢ VJ i B ® O lD u Nz s m ACTIVE u In 3 d 3q z Z'2d 0 O? 2 rl `G I NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. 371/2" Max._ O.A WIDTH a ACTIVE CONFIGURATION MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE IPSF) MISSILE IMPACT RATING WIDTH HEIGHT `NSW NG DUTSWING POS. NEG. P05. NEG. X 3'-0' 6'-8" 65. 65 65' 1 65 NOWIMPACT X 3'-0" 8'-0" 50` 50 SO' 50 NON -IMPACT' "SEE GENLRAL NULL L U, ]I'ItE 11, 1UK WA I UK INI-IL I44H 1ll,n Arrrts,v CU Gllu. HINGE SCHEDULE HINGE DETAIL.ATJAMB: PLACE 99 X.2-1/2" PFH SCREW NEXT TO WEATHERSTRIP INTERIOR 1-ASX 2.1/2" PHILLIPS FLATHEAD WOOD SCREW \' 3- 49 X 3/4" PHILLIPS FLATH BAD WOOD SCREWS E TERI\ 4- 99 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 9/4' LENGTH FOR 6'-8" DOORS USE 1' LENGTH FORE'-0" DOORS 3 HINGE JAMB CJ OUTSWING SHOWN - INSWINGSIMILAR DOOR 3-#8%2"PFH 13-#BX 13/8"PFH (6'-8"UNITS) W/STRIKE HARDWARE 15 - Ii a 3/8" PFH (F-O" UNITS) I-MPL STRIKE PLATE COMES W/HARDWARE I P21 EXTERIOR INTERIOR NBFPARED BY: BUILDING DROPS, INC. Bsa B. Dmi s,�HBtm +rE.s]a 1�1asun a Bx: IssRI]unda V.'EB wx.» 6vlldngdsopsttn 0 0 OIL! Q. 68 O yZ off° El y �� 5Q6 gzZZ m3 W az jZ 11 W Z Z. ZJ W QW. LIU L �. o v Kr } Z) ee H-7 a r tENARKS BY DP dd ADA sill, MxlB-P°Ini I- GL Il 4F-g F. No�,�`l'��2 :*C7�' *~ -o DATE: GL/� SCALE: DWG.#: 1 PREPARED BY: Li BUILDING DROPS, INC. o av E A—1, ale f A�iAew e15 , :pwl3sVen]e �(95.1>4sn]3B .wmxae,�am O om a G :,Za w4 mgg nc o N� m5 2 Q 0 0 oa qZ z p S GL]> LD � He z - ;4 F ZEMARKS BY I DA' tld ADA SIII, Multl- D. lack GL Il 4 48 X 1 3/8" PFH DmKf>w:;idi«pie: 1- REINFORCEMENT PLATE 'N"lei Fon ns nrasu l>vxso,mrt., HOPPE N2512296 F asroRVH sooc x r°A°�r-°sNo Yl A2 S F, ry`O :N o' R erg` a '''yyoonn��K(s��ssqq��NNyyqq G� ve �J+2NN9tlGMNV 6LA��```+` �OCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB � HOPPE MULTI -POINT LOCK OUTSWING SHOWN - INSWING SLMILARBHOWN-INSWING SLMILAR OUTSWING SHOWN - INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY DATE: DWG. GL� SCALE: DWG. #: 5 PREPARED BY: 3X WOOD BUCK EDGE MIN. r )OPTIONAL) sEE rpBLESFIEU HIE r w Er 2 BUILDING DROPS, INC, CONCRETEANCHOR dseE Dnnln afA[u a<va-srt.ru SEETABLE ON SHEET2 SILICO C� §saNYsxc,a' "' 7-7 s°YdhF nw.mn SCONCRETE/ - ..' MA50NRY 8Y OTH ERS tp CONCRETE( q u, MASONRY _1X WOOD BUCK, / BY OTHERS Z m o r a IOPTIONALI 0.25" O Y / MAX. ~ SHIM N CONCRETE ANCHOR .e. CONCRETE)MASONRV RY D7HER5 q a SEETABLE ON SHEET2 MIN,EMBED. SEE TABLE SHEET2 O 2 Z HEAD (TYPICAL) IAMB (TYPICAL} OPERABLE SILL a w; OUTSWING SHOWN OU75WING SHOWN-WSWLNG SIMILAR OWN-INSWINGSIMILAR Z CC 7 INSWWG-ND ANCHOR REQUIRED CD V', ENDURA ZAIL4565F O LD :8 U SILICONE M•�:, SILICONE SILICONE ti REMARKS BY DAl 4 a A C �O [I Odd OnA.YI, MUI %Palo: Lark GL li CONCRETE/ CONCRETE/ ASON- CONCAETFf MASONRY - MRY BY OTHERS BY OTHERS MASONRY BYOTHEPS [4Z OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL Leo' �1 DUTSWING-NO ANCHOR REQUIREp 'r INSWING- NO ANCHOR REQUIRED 7 DUTSWING- NO ANCHOR REQUIRED w `SYYxxnnE AFCD 1-2297 AFCO A-276/P-2D00 AFCO H-497 N S F. O Zii siucDNe SILICONE SILICONE %�0,� '9CiOP;•�'/u�; `Ccs'•"•�..." 4;-xNAYG `SAS CONCRETE/ C MASONRY CUNCHETE/ CONCRETE/ BY OTHERS MASONRY By OTHERS Q OPERABLE SILL � OPERABLE SILL JO� BY OTHERS OPERABLE SILL DATE: 02.05.14 OUTSWING- NO ANCHOR REQUIRED 7 OUTSW/NG-N AANCHOR REQUIRED AFCO A-117 ENDURA ZOBL4665F IJTSWING7INSWING-NO ANCHOR REQUIRED DWG. B8Y: CHK. Y: ENDURA HCIS. ACA rI /TINT cc %once SCALE: NTS DWG.#: A010F OPTIONALLY, ANCHOR CAN BF. PUKED IN NARROW SHEET: SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD REARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE A NON -COMPRESSIBLE COMPOSITE OR BETTER. 3, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCKAND GROUT FILLED BLOCK, DO NOTINSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. GROUT -FILLED CTYIU- UNITSTRENGTH CONFORMSTOASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STREN GTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. B. SEE SHEETS 6 AND 7 FORMORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE 6'8" DOORS 8'0" DOORS ANCHOR TYPE ANCHOR SUBSTRATE MIN, MIN, EDGE 512E EMBEDMENT DISTANCE MAX. O.C. MAX. O.C. SPACINGAT SPACINGAT IAMBS JAMBS WOOD SCREW 010 2X W000 BUCK 1-1/2" 3/4" 17-1/2" 17-1/4" OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1I/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1.3/8"-CON C 1" 17-1/2 1-1/M1" -LMU ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 3" 10" B2 2- #9 X 2112" PFH SCREWS 2-q9 X 21/2^PM DETAIL 22 23 PFH SCREWS TYP. HOPPE MULTI -POINT SHOOT BOLT _ PLATE LOCATION DETAIL B2 (RH PLATE SHOWN) TYIP, —HOPPE MULTI-POINTHOPPE SHOOT BO LT BOLT PLAT STOM HOOT D2 PLATE LOCATION BOLT PLATE HOPPE K2098911 8.L GSECTION VIEW rCCl HEAD SECTION VIEW �Bia�a�mluR Ixsvnx smeux INTERIOR / � fXJ'fAIOR LOCK JAMB % DUTSWINGSHOWN INSWINGSIMILAR 9 . 0X 1 310 PFH 8-#9X21/2"PFH W/HARDWARE W/STRIKE HARDWARE W-8" & V-0" UNITS) 4- MR L STRIKE PlA'YE5 20 EXT .. mum DOOfl HEIGHT O:IANTITY W PREPARED BY: BUILDING DROPS, INC. nu lssalss EM:Bs4)]acaiifl 0 37 1/2" MAX. O.A. WIDTH w O S^ s m a d 3" TVP C2 C2 3"TYP. o J w oz 0 F It 1 } yy F' 10 Ls w 0FF- � 2 =_„LL Z a 901 0 r / REMARKS BY OAT Add ADA III, MUIH Milt LOG GL 6/19, A2 A2 �11TYP. ANCHOR LAYOUT " S.FM.oR �1,NOTE �J a Ae� P�DaxRm NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY, S�'NyY�-• •`A ��Q' '4 7& 1 *� T - — -A NOTE: •., INACTIVE AND ACTIVE DOOR PANEL - ORIENTATIOIN INTERCHANGEABLE. �i_�4�,' "" '_ �G�=•N• HINGE SCHEDULE HINGE DETAIL AT JAMS', PLACE #9X 2-1/2" PFH SCREW NEXTTO WEATHERSTRIP x 1 \\� INTERIOR -� 1-99X2-1/2"PHILLIPS FLATHEAD WOOD SCREW 3-A'9 X 3/4"PHILLIPS FLATHEAD WOOD SCREWS EXTERID 4 #9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4" LENGTH FOR 6' -3" DOORS USE 1" LENGTH FOR BA" DOORS rg-� HINGE JAMB S OUTSWING SHOWN - INSWINGSIMILAR 3-tlSX2"PFH 13-48 X13/8°PFH 16'-8"UNITS) W/STRIKE HARDWARE 15 - #8 X 1 3/8" PFH B'-O" UNITS) 1-MPL STRIKE PLATE COMES Wf HARDWARE 21 XTERIOP '1� NTERIOR DATE: UL.US.14 DWG. Y: CHK.BY: GLJM SS/MS: SCALE: NTS DWG. #: A010861A SHEET: DEB 2 PREPARED BY: 0 BUILDING DROPS, INC. 39 .AR BEOGH. PJ B.ada PH:19N,�Bvsa+]a PA%w b,Yd Aa]19 W Fomo a � m EIi a T g-Ea 8 y W a n a O Zn w o °z Q e Z yy Z Z N A ' zt o s Wa L4 � d a• Add ADAsIB, MPIiI-0.Ht U,dI GL IDE/19I141 4-#8 X13/8"PFH - 'a I-REINFORCEME WPIATE fZ io - ur HOPPE#2512296 r x F. p7j7f�i� ) �Y¢"4y�/ 9 STfiT / ; � �ROCKWELL MULTI -POINT LOCK JAMB �HOPPE MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK �S OUTSWING SHOWN- INSWING DUTSWING SHOWN-INSWINGSIMILAR OUTSWING SHOWN - INSWINGSIMILAR �S TOP REINFORCEMENT PLATE -ACTIVE PANEL ONLY DATE: DI LL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOUDPINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) - 3 (NOT USED) - 4 ENDURA ZAIL4565F THRESHOLD - 5 AECD J-2297 THRESHOLD - 6 AFCO A-276/P 2000THRESHOLD - 7 AFCO H-497 THRESHOLD B ARCO A-L 17 THRESHOLD - 9 ENDURAZOB1.456SFTHRESHOLD - 10 ENDURA HCI5000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0,25"MAX. THK) COMPOSITE 13 M07USED) - 14 (NOT USED) - 15 430 WOOD INSTALLATION SCREW W/11/2"MIN. EMBEDMENT STEEL 16 CONC/CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEAOBOLT SERIES 780 STEEL 20 ROCKWELL MULTI - POINT TONGUE LATCH p 732267686-8 UNIT ROCKWELL MU LTEPOINT TONGUE LATCH 9732287806-D UNIT STEEL 21 HOPPE MULI-POINT HARDWARE H159 000 STEEL 22 NO PPE MULI-POINT H EAD SHOOT BOLT PLATE LH#87 ME STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE 11I1#8783923 STEEL 20 ROCKWELL MULT-POINT LOCK O N O P C'so 0 _ _ 0 POD UP v HANDLE HEIGHT o 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 DWG. GV SCALE: 10861A c 5 -PARED BY: BUILDING DROPS, INC. 3iBP. oAAIADenazu >e �]sena s 1 a6ae eD:sw,.a.w -0 s,Wu�,n H- a a =Q 0 O 5 x m�n� m OZ a O Z ZS 2 Wye; a P h, Z O HHHIi. 0 I ® g O A-- L AIT— oa,nww... DES F. 0L11 i _ y .o —L 1®s• t— (` ... '.ram . OFRAME HEAD/JAMBS O ENDURAZAIL4565F O AFCO1-2297 VARIES, SEE DOM ABOVE THRESHOLD THRESHOLD O O ATHROHo D76/P-2000 22 HEAD SHOOT BOLT PLATE (LH) I _R DATE. 02.05.14 DWG. Y: CHK G TJM SS AFCO H 497 THRESHOLD 7 1 O F AFCO A 117 THRESHOLD - ENDURA ZOBL4565F O THRESHOLD ENDURA HC15000 ADA 1� THRESHOLD HEAD SHOOT BOLT PLATE (RH) 23 -- u®� SCALE: NTS DWG # A010861 HEET: 41P 0 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/ Fina I I Authorized Signature Technical Representative Ad dress/ Phone/ Email Quality Assurance Representative Address/ Phone/Em ai I Category Subcategory Compliance Method Certification Agency Validated By Reterenoed Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10970-R7 Affirmation 2011 Approved F, JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason KantDla fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 cusp] merserviceagents@jeld-wen .com Windows Single Hung Certification Marko r Listing National Accreditation & Management Institute National ACCrediLation & Management Institute Sty a c rndla rrd Year TAS 202 1994 I affirm that there are no changes In the new Florida Building Code which affect my producu(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity f` r f- Yes No N/A Product Approval Method Method 1 Option A Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/15/2017 v • 4" MAX. 14 3/8" FROM ].C. MAX. CORNERSI 12 5/8" O.C. MAX. 2 r 3 I--- WINDOW WIDTH (57J6" MA).)" TYPICAL ELEVATION WITH FASTENERS ewa I� Mf! : ve• A' a G 1 1/4' 4 . EDM EMBEDMENT o-' V 1/4' MAX SHIM SPACE ( l sm f �R• DOV CORNING of 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL. FRAME SECTION NOTE. Ceutk between -At and P.Hag. • DOV CORNING - 1199 SILICONE // / ants PIc i • I GLAZING DETAIL MAX SHIM SHIN .41 SPACE 4 o . General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (BC), 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/g" 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 f-LrjsN49Gi9Wy1.1 This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up � ••.N ;.C^ MASONRY (NCTL 210-3656-1A) 1 1/4' MIN, EMBEDMENT-(---- 3 114' MAX ,A lo/ �S !J'- SPACE. MM EBGE d O MSTa ve• p a I( e � Q d TYPICAL HORIZONTAL FRAME SECTION NOTD Gov* between chit and opening. Max Frame I DP JIMPACT! 52 a" x 72x 72" +50/-50 1ND Installation Notes: 1 . Seal flange / window to substrate. 2. Use 3/6" Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90). 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 through the sill. to the size limitations noted. It is not intended as a guide to the installation N O r Tetzlaff process and does not address the sealing consideration that may arise in different: 7 K®B: wall conditions. For the complete installation procedure, see the instruction_* _ packaged with the window or go to www.jeld-wen.com/resourGes/installation. T T • APPROVED BY: This drawing and its contents are confidential and are not to be reproduced or �Cr L r4RDinGTxCAJ$, INC ry E.e Z� TtPROJEC No: �\Cj'�` copied in whole or in part or used or disclosed to others except as authorized by 1z09 BL pJ36\�� IDENTIFIEJINv. JELD-WEN, Inc. 3 4 MY44099 F6PE 578 FRMAX. M,I 1C. MAX. FROM CORNERS O.C. MA mryjy_\ 3 "ALL EO.C. SHIM MAX NAX 1 tn9.9, CORNING SILICONE N GLAZING RETAILTYPICAL VERTICAL u FRAME SECTION NOTE- Caulk between i unit and opening. S ya DIV CORNING / us9 sn.tcpNE z // - } � /// aAsaeprrt GLAZING DETAIL 1/4' MAX �-- WINDDW WIDTH (52%' MAX,)-� M TYPICAL El EV TI❑N WITH FASTENERS 6 1 Genera! 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 (II 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: %a" 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�s,�F� t �gl�sl2�7� This schedule addresses only the fasteners required to anchor the product to %*1 achieve the rated design pressure and impact performance (where applicable) up 's" to the size limitations noted. It is not intended as a guide to the installation T process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructionz *T T packaged with the window or go to www.jeld-wen.conVresoureasfinstallation. This drawing and its contents are confidential and are not to be reproduced or �O� ;E I.. JELD-WEN Inc, copied in whole or in part or used or disclosed to others except as authorized by ♦i�� ,CaNt_ol ri I L c ; dn�� 4)J" MAX. 14 3 8" FROM / CORNERS O.C. MAX. 7" D.C. MAX. 3 N G }s; /b0 WINDOW WIDTH (52W MAX.)" TYPICAL ELEVATION WITH FASTENERS General Notes: • The roduct shown herein Is desIFled tested an 3737 Lakeport Boulevard NT5 JELD VEN p Klamath Falls, OR 97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Masonry Installation (52.125" x 72.00") :AND LOCATION: CAD DWG. No.'. REV: 1 of 5 Window Division BA4100_NCTL210-3656- A 01 instanation (votes: 1. Seal nail fin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of %" into the wood framing (Min. S.G. = 0,555). 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 (hftl2://wwvv.jeld-wen.com/newinstaIIationtechnolog for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. ?R03ECT ENGINEER: DATE: 7■��t�a �rr�� LET-- -- TELi7 � .i.;�N [ern Lakeport Boulevard t-n-It : scaLEJKlamatf7 Palls, OR 97601 zlaff NTS (541) 882 - 3451 J e+XED BY: TITLE: 1PPROVED BY: Builder's Aluminum (4100) Single Hung ,•ARTIPROJECr No.: Nail Fin Installation (52.125" x 72.00") DENTIFIER Na. PLANT NAME AV; LOCATION: CAD DWG. No.: REv: SHEET j 7l7 5 MY44099 Venice Window Division BA4f00_NCTL210-3656- A 02 aJ LI NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTION NOTE] Caulk between unit and opening 0a. MIN, ,l-va STEEL ST6D 3 Thread MIN. Tlv-augh 5 Stud \ `v4• MAXIM SH t SPACE taus snR t ngv wRNING -v+ a99 salc➢r� GLAZING DETAIL TYPICA, L VERTICAL FRAME SECTION NOTE Caulk between urdt ord opening, v1s-1 _ DOV CORNING 1199 SILICONE GLAZING DETAIL 1/4' MAN SKIM SPACE 4 Min ST&ppa STUD 1. Seal nail fin to substra 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/e' 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 firy*N 1 tgfisy��i This schedule addresses only the fasteners required to anchor the product to `S�- 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 S ;' process and does not address the sealing consideration that may arise in different 7 wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to wvvw.leld-wen.com/resources/installation. 0 SST T This drawing and its contents are confidential and are not to be reproduced or O ST LOW : ,a�P' a ' copied in whole or in part or used or disclosed to others except as authorized by �i� LOMtxaJ S, ND�_ JELD-WEN, Inc. E AN Ppp ; o4 , FORE OrD7AT Max Pram? DP IMPACT 52j/" x 72" +50/-50 NO STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thread MIN Through Stud--4+ 8 ga. MIN, 1/4, SHIM EEL STUD SPACE MAX C3 TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk between unit and operdng Max Frame I DP IMPACT 52 " x 72' +50/-50 ND te. II 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. PROJECT ENGINEER: DATE: 3737 Lakeport Boulevard 02/25/2010 ' TEL�N wN ar, sca.E: , J Klamath Falls, OR 97601Tetzlaff NTS (541) 882 - 3451 D BY: TITLE: APPROVED BY: Builder's Aluminum (4100) Single Hung ` Steel Stud with Nail Fin Installation (52.125" x 72.00") FART/PROJECT No.: IDENTIFIER Na. PLANT NAME AND LOCATION: CAD D1MJ. No.: -3656- REV: SHEET 5 of 5 MY44099 Venice Window Division BA4f00_NCTt210A �1 4J - MAX. 14 3/8" FROM CORNERS ).C. MAX. r `F D.C.5/a" O. MAX. JC i G 3 �--- WINDOW WIDTH (5A' MAX.)--.-1 TYPICAL ELEVATION WITH FASTENERS 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/la° monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include firy�va}t taI t igl f5rr227 This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� F to the size limitations noted It is not intended as a guide to the installation MINN.. I E M BEDMENT SHM SPACE I taw4s � DDV CORNING -vr 1199 M CEnE ETAIL GLAZING D TYPICAL VERTICAL FRAME SECTION NOTE, Caulk between unit and ppening. �A, D D9 CO2NING 9 SILICONE /// nAaseertc I i GLAZING DETAIL 1/4 Y MAX $HI SPACE WOOD FRAME (NCTL 210-3656-1A) 1/MAX SHIM SPACE 1 112' MIN. EMBE➢MENT-+-•• w EK DUST sr4• 2 3 111] V APICAL HORIZONTAL FRAME SECTION NGIE Cautk between unit and opening. Max Frame I DP I IMPACT 52VBO x 72" 1 +50/-50 1 NO 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.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. Fasteners are not required in the sill. G< , ' 161 Tetzlaff process and does not address the sealing consideration that may arise in different IVO. 7 78. BY: wall conditions. For the complete installation procedure, see the instructionE * 1_ packaged with the window or go to www.jeld-wen.com/resourceslinstallation. 0 �T T G'F ; APPROVED BY: This drawing and its contents are confidential and are not to be reproduced or � FLDNgO .E.P �� RTPROJECT No.: copied in whole or in pan or used or disclosed to others except as authorized by C �e \� JELD-WEN, Inc./z4AN3a �\ IouvnrtR a. FBPE Trmaiz, s,D MY44099 4h" MAX. 143/8" FROM / O.C. MAX.--i"--�'�"�' CORNERS !/ T. MAX. i I N G! / bQ 3 �--- WINDOW WIDTH (Ufi" MAX.) -•-I TYPICAL ELEVATION WITH FASTENERS General Notes: 1J2010 JE �n'+•A� tarn Lakeport Boulevard L� �I �+ 1� Klamath Falls, OR 97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.00") AND LOCATION: CAD DWG. No.: REV: SHEET 2 of 5 Window Division M4100_NCTL210.3656- A 01 --Is ga. MIN. STEEL STUD Q(T� ` 3 Thread »D1. Through Stud \ `I/4- MA% 1 SHIM ` SPACE i /s.ss Gov CORNING GLAZING IIETAIL1199 SrL7cooE TYPICAL VERTICAL FRAME SECTION NOTE- Caulk between unit ar�d opening. DOV cORNINO 3199 SILICONE MAa / � l � i GAZING DETAIL 1/4' MAX SHIM SPACE o-- 4 ��18 ge. M7M sTEn. STUD • 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. e Minimum nominal glazing: 3/e 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$%W t1I"/r7 This schedule 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 Z �C process and does not address the sealing consideration that may arise in different 7�% wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www,ield-wen.com/resources/installafion, o .- TT This drawing and its contents are confidential and are not to be reproduced or �C� 1c �[As copied in whole or in part or used or disclosed to others except as authorized by �if.� yp�w1,@EpGI1 JELD-WEN, Inc, STEEL STUD (NCTL 210-3656-1A) 3 Thread MIN. Through Stud 18 ga. MIN. STEEL STUD - SHIM SPACE MAX (3)---- ntsT ur 1 TYPICAL HORIZONTAL FRAME SECTION NDTE- _Caulk between unit and o,e, Max Framel DP IMPACT L 52 rye x 72° 1 +50/-n NU Installation Notes: 1 . Seal flange / window to substrate. 2. Use #10 PFH sheet metal screws or greater through 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 in the sill. Sj 02/24/2010 j'ELDV N 3737 Lakeport Boulevard � wN Br: srALE: J � �► �+ 1� Klamath Falls, OR 97601 Tetrlaff NTS (541) 882 - 3451 -� ED BY: TITLE: AIWROVED AY: Builder's Aluminum (4100) Single Hung T)PR07ECT Na.: Steel Stud Installation (52.12511 x 72.00") � IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET tsers MY44099 Venice Window Division 13A4100_NCTL210-3656- C A FL # F116299-R4 Application Type Revision Code Version 2017 Application Static Pending FBC Approval Com men is Archived r Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, VT 05476 1 662) 252-9991 Ext 231 Ice.lundi ne@kpproducts, com AuUhonzed Signature Joe Lundine )oe.l un di ne@kpprodu hs, com Ted -cal Representative Joe Lundine Address/Phone/Email 402 Boyer St 'i Williston, VT 05495 662 2S2-9991 ( ) )oe.lundine@kppmducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 (662) 252-9991 joe.lundine@kpproducts.com Category Panel Walls Subcategory Siding Compliance Method P Evaluation Report from a FloridaRegistered Architect or a Licensed p 9 Florida Professional Engineer Evaluation Report -Hardcopy Received Florida Engineer or Architect Name who Robert J. Amoruso, P.E. developed the Evaluation Report Rorida License PE-49752 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Steven M. LYich, PE IV - Validation Checklist -Hardcopy Received Certificate of Independence R16.243_F4_4¢1 CI 24�5 Reel and 2209 Re��2.ss.pcif Referenced Standard and Year (of Standard) Standard Year ASTM D1929 2012 ASTM D2843 2010 ASTM D3679 2011 ASTM D635 2010 ASTM D7254 2007 ASTM E84 2014 ASTM G155-05a 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect N 1629?. R4 Eauiv EER 209 Rev2 D6-Vinyl-Siding ss pdf FL16299 R4 Eauiv2435 Ravi PerfectimShinalcSidina ss.pdf Secdms from the G-de Rodur_t Approval Method Method i Option D Date Submitted 12/08/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/20/2017 KAYCAN LTD 0 D6 "CHMOND D6A,SHBURY VINYL (PVC) ,SIDING i = INSTALIlATIONANCHORWE DETAILS 2' 1 28 INSTALLATION NOTES d E w GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE 1. ANCHORS $HALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR m ¢ IFBC)- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)A7 THE DESIGN RESPECTIVE SUBSTRATE. PRESSURE(S) SHOWN ON THIS SHEET (SEE TABLE). 2. INSTALLATION ANCHORS SHALL BE INSTALLED AS SHOWN ON THE "WOOD FRAME RATING DESIGN PRESSURE IN PSF BASED UPON SIGNED AND SEALED INTERTEK TESTING 2. STRUCTURAL PERFORMANCERAIN ( 1 INSTALLATI ON' SECTIONS ON SHEETS 4 AND 5. SERVICES TEST REPORT NO. 101062528TOR-002, DATED 2/2DA3 INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 3, MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT - > O 21- A SAFETY FACTOR OF 1.5 WAS APPLIED TO THE MAXIMUM TESTED LOADING PER ASTM D 52061N ACCORDANCE WITH THE LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). w r CURRENT EDITION OF THE FLORIDA BUILDING CODE(FBC)- BUILDING AND RESIDENTIAL VOLUMES . 4. INSTALLATION ANCHOR DETAILS: U U 8 22. BASED ON ASTM 03679, ANNEX A WHICH ALLOWS UTILIZATION OF A PRESSURE EQUALIZATION FACTOR OF 0.36 RESULTS IN q 1 USE 0.74" DIAMETER x 1-1 JZ" LUNG RING SHANK ROOFING NAIL WITH 0.040"DIAMETER HEAD a, A DESIGN PRESSURE RATING OF -138.9 PSF WHEN INSTALLED AGAINST A MINIMUM 7/18" THICK SHEATHING, A NEGATIVE SURFACE. FOR SIDING AND TRIM INSTALLATION. w A p DESIGN PRESSURE SIGNIFIES PRESSURE LOADING ACTING AWAY FROM THE SIDING 2.3, DESIGN PRESSURE SHOWN IN DESIGN PRESSURE RATING TABLE ON SHEET f BASED ON INSTALLATION OVER SOLID 4.2. SEE SHEETS 4 AND 5 FOR ADDITIONAL DETAILS, h- ❑ K z J S SHEATHING. SEE CHAPTER 7, VINYL SIDING INSTALLATION OVER FOAM PLASTIC SHEATHING FOR ADJUSTED DESIGN S. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION -' 2 a O 5 p PRESSURE REQUIREMENTS. RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. fl = 3. ADEQUACY OF THE EXISTING STRUCTURAL WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SIDING SHALL 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE N F w z in 7:e' Z BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND MATERIALS WFfH THE FOLLOWING PROPERTIES: ,� U ,t H 0 fi IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. g t BE FOR STRUCTURAL INADEQUACY, CRACKS OR DEFECTS THAT SHALL 6.1. 2. WALL STUDS - MIN. SPECIFIC GRAVITY OF 0.42 (EQUATES TO SPRUCE -PINE -FUR). OZ QS 4. SUBSTRATES RECEIVING VINYL SIDING SHALL CHECKED BE ELIMINATED. 62. 711 V THICK PLYWOOD -SPECIES GROUP 1 OR 2 (APA VOLUNTARY PRODUCT STANDARD PS 5. INSTALLATION OF SIDING ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) - BUILDING 1) MINIMUM. m Uw' c83 3 AND RESIDENTIAL VOLUMES AS APPLICABLE AND THE MANUFACTURER'S INSTRUCTIONS. 6.3. 7/16" OSB -SHEATHING GRADE (APA VOLUNTARY PRODUCT STANDARD PS 2) MINIMUM. y g&¢$ 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. - F& 7. WALLS WHERE VINYL SIDING SHALL BE INSTALLED MUST BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR OTHER DESIGN PROFESSIONAL AS ALLOWED BYAND IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA VINYL SIDING SPECIFICATIONS: BUILDING CODE (FBC)- BUILDING AND RESIDENTIAL VOLUMES. 7.1. MINIMUM SHEATHING REQUIREMENTS ARE SHOWN IN INSTALLATION NOTE 6.2 AND 63. 1. KAYCAN BUILDING PRODUCTS VINYL SIDING IS MANUFACTURED FROM A FORMULATED PVC 8- WALLS WHERE VINYL SIDING SHALL BE INSTALLED SI-IALL BE PROVIDED WITH A WATER RESISTIVE BARRIER IN ACCORDANCE POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3579. WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC)-BUILDING AND RESIDENTIAL VOLUMES. 2, WALL THICKNESS'. 8.1. A WATER -RESISTIVE AARRIER IS REQUIRED PER THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND SHALL BE A 2,1 D6: 0.060" MIN. MINIMUM OF ONE LAYER OF N0.15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS. 3. PANEL LENGTHS: 3.1. D6:12' - D" LONG Robes J. A- P.E. Flo,be P.E. NoAb52 TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 COMPONENTS AND BILL OF MATERIALS 3 COMPONENTS 4 VERTICAL INSTALLATION CROSS SECTION 5 TYPICAL INSTALLATION DETAIL DESIGN PRESSURE (PSF) RATING DESIGN PRESSURE (PSF) RATING SIDING SERIES (SEE NOTES 2.1, 2.2 & 2.3) 06 RICHMOND - 138.9 D6 ASHBURY - 138.9 m n, 0 r` m �RILL � H zw w z W0,0 as OEz �zo 0 Ili. QF QE o 0.020� 0.156 0.125 0 Zqj 0.793 w ¢ 0 0 0.15 4.250 0.375 z $ $ a 0.188 1.043 0.750 " 1.375 a p 1,700 DETAIL A I 0.042 �i1 � >a>uzi Q w 2.550 1.543 6 o a� o m p z m 1.700 z¢'Sm� 2 4 KAYCAN VINYL 2�z 0. 60 }o<D kap 1, n 0.750 3/4° J-CHANNEL Y0 45' fr41 0.850 55 DRAWING NO. VJJ34 { 0.125 RO.040 0-375 P 3 KAYCAN ALUMINUM STARTER STRIP/TRIM PRODUCT NO, 1082 DRAWING NOI ACAAS-18000A Robed J-Amoroso, P.E. Fonda P.E. No. 49752 a' r o n F U x K 16" MAX. O.C. $7U0 SPACING ~ i x U U r- STUD SPACING > 16" O.C. do �. z �2p f F7 �5 ao �w �w 7/16" MIN. THICKNESS 7/16" NIN. THICKNESS m 4 SHEATHING (PLYWOOD/OS B) SHEATHING (PLYWOOD/OS8) Z w Q Q J o INSTALLAION O INSTALLATION O 6 J ~ z 0 ANCHOR ANCHOR w `ti 1-0ort < M 't i OpG� ffe 0yy VINYL SIDING i 2 VINYL SIDING 02 QQ a¢ eP U $ d Y ak„55 11.13" VERTICAL 11.13" VERTICAL ANCHOR SPACING ANCHOR SPACING 16" HORIZONTAL 8" HORIZONTAL ANCHOR SPACING ANCHOR SPACING INSTALLATION ANCHORING FOR INSTALLATION ANCHORING FOR 16" MAXIMUM STUD SPACING STUD SPACING EXCEEDING 16" (INSTALLATION ANCHOR MAXIMUM (24" 0 C SHOWN) Flodi R E. No. 49752 EMMBEDMENT INTO 2X STUBS) (INSTALLATION ANCHOREMBEDMENT INTO SHEATHING) -2.98 L-R14.05 11.13 ll,l3 5,56 5,56 4.050 SURFACE EXPOSE 11 1/8" (DQDG RICHMOND PANEL/D6 ASHBURY DRAWING NO VSAAL-0800 PRODUCT NO. 0081 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 KAYCAN D6 RICHMOND SIDING VINYL (PVC) 2 KAYCAN D6 ASHBURY SIDING VINYL (PVC) 3 KAYCAN STARTER STRIP VINYL (PVC) 4 KAYCAN J-CHANNEL VINYL (PVC) 5 NSTALLATION ANCHOR: 0.14" DIA. x 1-1/2" LONG RING SHANK ROOFING NAIL WITH 0.40" DIA. HEAD MIN, GALV. STEEL OR STAINLESS STEEL EXTERIOR 2 x 4 STUDS MINIMUM, SEE GENERAL NOTES 3, 6 AND 7 ON SHEET 1. INTERIOR 7/16" PLYWOOD/OSB SHEATHING MINIMUM. SEE GENERAL NOTE 7 ON SHEET 1. WATER RESISTIVE BARRIER, SEE GENERAL NOTE 8 ON SHEET 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 COMPONENT SUBSTRATE SPACING (IN) 06 VINYL SIDING MIN. 7/16" PLYWOOD/O56 AND 2X STUD 16 STARTER STRIP MIN, 7/16" PLYWOOD/OSB (2X STUDS > 16" O.C. 06 VINYL. SIDING IN, 7/16" PLYWOOD/O58 ONLY 6 STARTER STRIP VERTICAL ANCHOR SPACING (IN) 16" O.C. 2X STUD SIDING COMPONENT SUBSTRATE SPACING (IN) C6 MNYL SIDING MIN, 7/16" PLYWOOD/OSB AND 2X STUD 11.13 J-CHANNEL 15 MIN. 7/16" PLYWOOD/OSB (2X STUDS > 16" O.C. VINri SIDINGMIN. r�l- 7/i6" PLYWOOD/OSB ONLY CHANNEL 6 INTERIOR 1 2 D6 VINYL SIDING D6 VINYL SIDING i INSTALLATION ANCHOR O 1 2 I INSTALLATION ANCHOR O 16" VERTICAL ON CENTER SPACING - 2X STUD EMB. EXTERIOR if 8" VERTICAL ON CENTER ALUMINUM STARTER STRIP IQ SPACING - MIN. 7/16" SHEATHING OVINYL J-CHANNEL USED 'p 4" MAX. AS VERTICAL TRIM 3O ALUMINUM STARTER STRIP D6 INSTALLATION D6 INSTALLATION J-CHANNEL VERTICAL TRIM ALUMINUM STARTER STRIP SEE ALUMINUM STARTER STRIP INSTALLATION FOR ADDTIONAL DETAILS Robert J.Amo 5D, P.E. Florde P.C. No. 49752 - J. Mnoveo. P.E. Florida P.E. N, d9. a '¢ 5 0 � ZZ W� �µ 0 SIDING PANEL OVERLAP w o 0 0 t Of d H aw � 8" MAX. O.C. SPACING z 8 wo O 16" MAX. STUD SPACING TYPICAL >q w > v,>z Q N �O� O R z<sm5 WZw 0 0 U�rL }0<Ng � U � i5 �r x � �y�Ripp OPTION 2 ANCHORING TYPICAL INSTALLATION DETAIL (IS NOT EXACT PROFILE REPRESENTATION OF D6 SIDING) Pori J.Amoroso,P.E. LTnrida P.E. N0. 49752 n I I .II I., , _161 Ya- , 3 •. , .. .. I 01AIII4.1 a a. -A I", I I ,,,. I -r-- i I - f ;a' F FL # FL16503-R3 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived (w. Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED cN Lx m VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS r o - ffi >- w o � a° H' O w- rh a O o 'µ g rW g 6 Richford, VT 05476 (662) 25ne@kpi Ext 231 (662)n 52-99 1 Extct31 AuthorizedSl nature Joe g joe.lundine@kpproducts.com T h -1 R- - t tI J LL dl WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS w 3 d INSTALLATION NOTES: DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS 1. EAVE WIDTHS (SPANS) ( 12"TRIPLE 4 SOLID/ NO. SOLID SOFFIT 12"TRIPLE4 FULL-0-VENT ECO/NO.0639 VENTED SOFFI 1.1. THE INSTALLATION CROSS SECTIONS SHOWN ON SHEETS 3 AND 4 DEPICT SINGLE Single $part INSTALLATION Single Span INSTALLATION SPANS FOR EAVE CONSTRUCTION OF FRAMING IN EITHER DETAILSATHRUF Positive Negative DETALLSATHRUF Positive Negative CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, THIS DOES NOT LIMIT Length "L" Length °L° 5 ~ U w O 2 eC nca epresen a Ve oe In ne GENERAL NOTES: Address/Phone/Email 402 Boyer St Williston, VT 05495 1, THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE (662) 252-9991 CURRENT EDITION OF FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL Joe. lundlne@kpproducts, com VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED Quality Assurance Representative Joe Lundine TO ASTM E330-14, STRUCTURAL TEST RESULTS BASED ON ASTM E330.14 WERE DIVIDED BY15ASREQUIRED BYTHE BUILDINGCODE , Address/Phone/Email 402 Boyer St Williston, 2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE BASED ON 10" -9 91 (662) 2hne@k 1 EAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT 10", 12", 14" AND 16" ARE Joe. lundlne@kpproducts.com SHOWN ON SHEET 2, Category Panel Walls 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 1141C EDEN Subcategory Soffits ROAD. YORK, PA 1740. Compliance Method Evaluation Report from a Florida Registered ATchitect Or a Licensed - 4, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND Florida Professional Engineer WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND Evaluation Report - Hadcopy Received TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND I$ THE Florida Engineer or Architect Name who Robert J. Amoruso, P.E. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. developed the Evaluation Report Florida Ucense PE-49752 6. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY, DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE Quality Assurance Entity Architectural Testing, Inc. SOFFIT FROM PERFORMING HS INTENDED FUNCTIONS. SUCH DEFECTS g w SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG AS MINIMUM (SHEET 5) ) FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED. 10 D & CorE & F 663 -63.3 10 D &CorE & F 66.7 -60.0 A&BorA&C 66.7 60.0 1.2. SEE TABLE ON THIS SHEET FOR SPANS OF IO", 12', IVAND 16". A&BorA&C 55.6 -52.0 12 D&CorE&F 55.6 -52.8 12 D&CorE&F 55.6 -50.0 i n 2. INSTALLATION FASTENERS A &BorA & C 55.6 -50.0 A &BorA & C 55.6 -5010 a o D&CorE&F 47.6 -45.2 b&CorE&F 47.6 -42.9 rn4 n a $ OLL 2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN 14 ZHEREIN FOR RESPECTIVE SUBSTRATE, SEE FASTENER SCHEDULE TABLE ON THIS A &BorA & C 47.6 -42.9 14 A &BorA & C 47.6 -37.5 O w M SHEET. D&CorE&F 4L7 -39.6 16 D&CorE&F 41.7 -37.5 w> B E s 16 8 2.2. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO A & B or A & C 41.7 -37.5 A &BorA & C 41.7 -37.5 z Q W STUCCO, FOAM, BRICK VENEER AND SIDING). EDGE DISTANCES SHALL BE SUCH TO j I a y LOZ PREVENTIVE CRACKING OF SUBSTRATE MATERIAL, 12"TRIPLE4FULL-O-VENT/NO. MU VENTED SOFFIT 5 vJ ¢ r Q 2.3. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT TAKE INTO Single Span r5 a E o o O par z ACCOUNT WALL FINISHES. WALL FINISH THICKNESS SHALL BE ADDED TO THE DETAILS ATHRU F Positive Negative REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON THIS SHEET. Length "L" O aA (SHEET 5) 3�w�z?8 vMX ° 10 3, 2X2 NOMINAL BATTEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE D &CorE& F 66.7 -5&7 w LTj U Qg $ RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. A & 8 Or A & C 66.7 -66.7 .6 LL1? m-� D&CorE&F 56.G -47.3 5z J w g r Or -" 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF 12 'z o LL ti m a CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. A &BorA & C 55.6 -55,6 - R 00`P D&CorE&F 47.6 -40.5 >g mZ ¢1 5. SEE INSTALLATION MOUNITING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON SHEETS 14 Quality Assurance Contract Expiration Date 12/31 /2020 SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION, z K d w 3.4 AND 6. A & B or I & C 41-7 -47.6 35A e» D&CorE&F 41.] -35.4 - z-» y. 161 16 z ERSg A&BorA&C 41.7 -41.7 6 INSTALL W a5^ DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) VINYL SOFFIT SERIES INSTALLATION METHOD DESIGN PRESSURE NET FME AREA NET FREE AREA (SEE NOTE 2) (PSF) (SEE NOTE 1) (SQ. LNlLINEAL FT.) (SO. INfSQ- FT.) 12" TRIPLE 4 SOLID FASCIA / J--CHANNEL FASCIA / F-CHANNEL +66.7/-63.3 N/A N/A NO. 06M SOLID SOFFIT J-CHANNEL J J-CHANNEL +66.7/-60 N/A F-CHANNEL / F-CHANNEL N/A 12" TRIPLE 4 FULL O-VENT FASCIA J J-CHANNEL_ FASCIA / F-CHANNEL +66.7/-56.7 4.18 4.18 NO. Q622 VENTED SOFFIT J-CHANNEL / J-CHANNEL +66.7/-66-7 F-CHANNEL / F-CHANNEL 4,18 4.1a 12" TRIPLE 4 FULL-O-VENT ECO FASCIA / J-CHANNEL FASCIA / F-CHANNEL +66 7/-60 4,18 4.18 NO. 0639 VENTED SOFFIT J-CHANNEL J J-CHANNEL +66.7/-60 F-CHANN£L / F-CHANNEL 4.18 4.18 NOTE 1; DESIGN PRESSURE RAi1NCS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vasd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETERMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLE{D BY 0.6 PER THE CURRENT' EDITION OF THE FLORIDA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE. NOTE 2: SEE SHEET 2 FOR DESIGN PRESSURES AT 10", 12", 14" AND 16-. SEE SHEETS 3 AND 4 FOR SINGLE SPAN INSTALLATIONS FOR TRUSS/WOOD FRAMING CANTILEVER AND OVERHANG EAVE CONSTRUCTION. SEE SHEET 5 FOR CONNECTION DETAILS. Validated By Steven M. Urich, PE IV ATION OF SOFFITAND ACCESSORIES SUCH AS CORNER POSTS, O " K��s "q STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN o65 ACCORD CE WITH THE CURRENT EDITION OF THE FLORIDA BUII Validation Checklist - HardCopy Received OING CODE - BUILDINGANAND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S E Certificate of Independence FL 16503 R3 COT CI 2511 Re-10 'v Invl-soffit Es - INSTRUCTIONS. 7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING Referenced Standard and Year (of Standard) Standard Year REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT ASTM D1929 2012 6. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF ASTM D2843 2010 THE FLORIDA BIJILOING CODE, ASTM D3679 2011 0, SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF ASTM D635 2010 THE FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT ASTM D638 2003 SCHEDULE ON SHEET 1. Robert J. Amoroso, PF. ASTM E330 2002 10. MATERIALS: 10.1- KAYCAN BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS ASTM E330 2014 MANUFACTURED FROM AFORMULATFDPVC POWDER COMPOUND ASTM 3155-05a 2005 MEETING THE SPECIFICATIONS OF ASTM D3B79. 10.2. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM IS MANUFACTURED FROM Equivalence of Product Standards ALUMINUM ALLOY WITH ASTM Eli TESTED TENSILE STRENGTH OF 21 KSI Certified By Florida Licensed Professional Engineer or Architect AND YIELD STRENGTH OF 9.86 KSI. r_1650r R3 Eauiv EER - RevO 'V:nrvi- offit ss.cdF Sections from the Code Product Approval Method Method 1 Option D b d TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES AND PERFORMANCE RATINGS 2 INSTALLATION NOTES AND DP RATINGS AT VARIOUS SPANS 3 INSTALLATION DETAILS, CANTILEVER CONSTRUCTION 4 INSTALLATION DETAILS, OVERHANG CONSTRUCTION 5 INSTALLATION DETAILS A THROUGH F 6 SOFFIT PROFILES 7 CHANNEL A. FASCIA PROFILES / DOM / SOFFIT SCHEDULE Flaldz P.E. No. 49752 FASTENER SCHEDULE F,VSiEwER �E6GWPTION 7E MN. ENBEOMENT TssENorev p(-E p�tiAAI[E 0.097" DIAMETER x CONCRETE 1" 1/4" 1-1/2" T-NAIL OR MASONRY 0, 072' DIAMETER % WOOD 1-3/4" 1/4'. 1-3/4- TRIM NAIL 16 GA. X 711W WIDTH CROWN STAPLE 1` MIN, WOOD 7/8" 1/4" LENGTH �8 x 3" FH WOOD SCREW OR NB x 3" FH TAPPING WOOD 1-1/2" 5/6" SCREW, 3/16- PW TAPCON CONCRETE 1" 1-1/8° CONCRETE SCREW OR MASONRY NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FASTENER THROUGH SOFFIT OR CHANNEL INTO SUPTYJRTING SUBSTRATE WJO WALL FINISHES, WHERE WALL FINISHES ARE PRESENT, THE FASTENER LENGTH WLLL BE INCREASED AS REQUIRED TO MAINTAIN EMBEDMENT DEPTH INTO SUPPORTING SUBSTRATE. Date Su mifle 12/O8/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/20/2017 TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION Q a N SPAN "L" SPAN "L^ 'TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN "L' SPAN 'L" 4 EAVE WIDTH W EAVE WIDTHS A EAVE WIDTH EAVE WIDTH �u (ROOF (ROOF w >;o (ROOF (ROOF w �o OVERHANG) OVERHANG) p o h OVERHANG) OVERHANG) °o a L a o CONCRETE, coo o CONCRETE, CONCRETE, $ o SOFFIT CMU OR SOFFIT zo f�../ CMU OR d� E ��/// WOOD (NOTE & (NOTE ORCMU SEE DETAIL "F SOFFIT WOOD v,� a ° WOOD SEE DETAIL "E" ( a CMU O SEE DETAIL "A' SEE DETAIL "Bw WOOD I SEE DETAIL "D' SEE DETAIL "C°N z m B SOFFIT NOTE 1) TE SEE DETAIL "A' SEE DETAIL "8' EAVE CROSS-SECTION EAVE CROSS-SECTION (NOTE 1) a 9 i >> z a EAVE CROSS-SECTION EAVE CROSS-SECTION oa o mI LLIL a SPA SINGLE SPAN W/F-CHANNEL SINGLE SPAN W/J-CHANNELS 5 ° A 8 S SINGLE SPAN -CHANNEL SINGLE SPAN W/J-CHANNELS qq3 0 C 0 3 F-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA PND > 22 F Sa g r F-CHANNEL @ WALL, FASCIA @ FASCIA END J-C14ANNEL @ WALL, AND FASCIA END > o w of sE e o tlgiy SPAN "L" SPAN "L" a LL� Pa 06 "ES OpLL' - EAVE WIDTH EAVE WIDTH @1 SPAN "L" zg 1L S4 4 (ROOF (ROOF s6 a R OVERHANG) OVERHANG) _. 4-Jt! EAVE WIDTH(ROOF OVERHANG) 1'n SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND CONCRETE, CONCRE E, DESIGN PRESSURE PERFORMANCE ;SOFFIT// CMU DR WOOCMU OR RATING TABLES. SEE SHEET 5 OR SEE DE AIL "A SEE DETAIL "E (NOTE OD 1) SEE DETAIL "F SOFFTSEE DETAIL 'e"� (NOTE 1) forlda P.E. N".49752 CONCRETE, DETAILS A B C & D. EAVE CROSS-SECTION EAVE CROSS-SECTION SOFFIT-�. / CMU OR } 7 R"wna. Ar,r"m.d,PE. SEE DETAIL "A" ,_/ WOOD FI"rid"P.ENn.4AT62 SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/F-CHANNEL SEE DETAIL "C' (NOTE 1) J-CHANNEL {ril WALL-, FASCIA @FASCIA END F-CHANNEL @ -WALL, J-CHANNEL @FASCIA END EAVF, CROSS-SECTION SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE SINGLE SPAN W/J-CHANNEL NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING ® 24" O.C. J-CHANNEL @ WALL, FASCIA @ FASCIA END OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F. FOR SUBSTRATE MATERIAL MUST BE MET. NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING 0 24" O.C, OR CONCRETE/MASONRY, BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. a ¢ s N N c S w 11519 c WOOD FRAMING Q 375 376 wro It HIPPIES INSTALLED u z % O 24' D.C. INTO m .486N � 36E5 2625 V v- C & FRAMING F 166 WUtip ¢ W QZ u- STAES INSTALLED O 24" QX p NN ` PL5 0 LL O dt t} O MAk (INTO W000) ON F-CHANNEL / IY' F 6 0.084 n4 L TRIN NAI LEG OR T-NAIL O 12QC, NA% / DL $ w © I1HRH (INTO CONCRLM/MAsouwY 0 Gj FASCIA OX MAx A O.C.UES INSTALLED 4N 12' INsrx-t�D �,+ u�/� v M� -� R0,D93 •793 O ST+NLE - WOOO)CIN FF- ANNEL (WTO WOOD)IN 0,165 DETAIL A 1Nsr VALLEYS AT 1s2 ace iwzii w os rH-4 . a �i• £ ° 0. 18 95° 0.5 6 7 7 NAIINHVAltEY6 (OD / S CONCRETE/Maa7NgY) 5 D.0 MAIL (INTO '� -LHANN O" UNGREEMAONR,u 0 12" TRIPLE 4 SOLID SOFFIT - VINYL - N0. 623 w a Q 4 -- SOMI 1/8" MAX. CONCRETE, 3O CONCRETE, ;: wy---.}� �FAS WOOD°R 1/8" MAX. WOOD R n & - - w 1'4 9:: " J-CHANNELO / (NOTE 1) (NOTE 1} L� - e a W Al 1/2" J-CHANNEL TRIM o/.486 3625 3.625 3fi6 � K �° a LLDETAFASCALA DETAIL B DETAIL CA Ni oEp._lyF.CVINYL (N0. 1100) �sT o,Lz 2X2 WOOD BATTENU J-4I1A1NTNEL -�i P� ". 1.25 STAPLES INSTALLED ]� 0 24' DO. INTO 2X2 W000 BATTEN 10 Nz`� �Z _ �'E$ 4" FASCIA FRANMC INSTALLATION SCREW, TT . eATTEN ATTACHMENT Q8 2- DETAIL SMOOTH STAPLES 116TALIED FASTENER SPACFA 24'I9l ALUMINUM O 24' O.C. IN70 O MPX. O.L. �J y^�PN, a56 N LLS INSTALLED A=a 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 §� (No. 9700) x2we O 24' O.G INTO O Go$� FRAMING 411; STAPLES INBTALLEO O 12' 0 C MAX Eli x 3' WOOD SCREW OR ATDEN (7) D) W SCREW, ENERJ-CHANNEL SLOT ACMENT FASTENER- wACEo 24- L4Ax. o.e� 13se9 JOR,775 S O.C. 110.X (WIG.35 .315 �SOFRr CONCRETE/MASONRY) - .49 3625 3.62 366 GN NNeF/�; R015O SiAPLED.CN WX Q 0 sOFFIr� O / rFlTO 0044 STAPLES INSTALLED O 1 Imta4J Pmmu; PE BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 SOFFIT - SEE SCHEDULE ON SHEET i AND DRAWINGS ON SHEETS 6 WNYL (SEE NOTE 10 ON SHEET 1) 2 F-CH NEL - SEE DRAWING ON SHEET 7 3 J-CHANNEL - SEE DRAWING ON SHEET 7 4 FASCIA - SEE DRAWING ON SHEET 7 ALUWNUM (SEE NOTE ''0 ON SHEET 1) 5 x 1-1/2' T-NHL FOR CONCRETE AND MASON'DWSUBSTRATES. MASONRY Y SUBSTRATES. STEEL 6 0.072' DIAMETER X 1-3/4" TRIM NAIL STEEL 7 15 GA. % 7/16" TTIDrH CROWN STAPLE 1" MIN. LENGTH STEEL e HH x 3" FH WOOD SCREW OR a x 3" FH TAPPING SCREW. USED TO ATTACH BATTEN TOW STRUCTURE, STEEL 9 3/16" RW TAPCCN CONCRETE SCREW, MIN. I' EMBEDMENT STEEL 10 Y X 2' NOMINAL WOOD BATTEN - SG = 0.42 MIN. WOOD VINYL SOFFIT AND TRIM SCHEDULE VINERIES LT S SERIES J-CHANNEL F-CHANNEL FASCIA 12" TRIPLE 4 SOLID NO. 0623 SOLID SOFFIT 12' TRIPLE 4 FULL-O-VENT 1/2" J-CHANNEL 1/2" F-CHANNEL 4" FASCIA NO. 0622 VENTED VINYL VINYL ALUMINUM -SO FIT NO. 1100 NO. 1178 NO. 9700 12" TRIPLE 4 FULL-O-VENT ECO NO- 0639 VENTED SOFFIT Rotvn J. Amoroso, P.E. FbNtl" P E. No.4ei52 D �o a H� 16 E i O g n �N NE g S Sm �d i ¢ Q %p a�s �gyz� P WOOD) IN J-CHANNEL 1/8 MAX. O -CHANNEL 12" O.C. MAX (INTO BLOT i/8" MAX. WOOD IN J-CHASNN -CHANNEL 3 3 � A38 Fbr"°P.E No, A9]52 r78 ,7) R no'ae76s. o R.b.J.Amorus,P.E. WW PE.N 49762 J6' MAX �- -- R oMa P t ' CONCRETE, ��%-�✓ U U�� DETAIL A 1/2" F-CHANNEL/TRIM CMU OR DETAIL DETAIL (NOTEE1) VINYL (No. 1 1 78) DETAIL F 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL NO. 639 J-CHANNFI, J-CHANNEL J CHANNEL FASCIA NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING ® 24" O.C. OR CONCRETE/MASONRY, FASCIA f` BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. G c f. 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 Florida Engineer or Architect Name Who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL10124-R20 Revision 2017 Approved GAF 1 Campus Drive Parisppany, NJ 07054 (800) 766-3411 mstieh@gaf.com Robert Nieminen lindareith@trinityerd.com William Broussard 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuesticnsGAF@gaf.com Roof i ng Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/20/2018 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL10124 R20 COI 2017 01 COI Nieminen.13df Referenced Standard and Year (of Standard) Standard Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Method 1 Option D 09/20/2017 09/27/2017 09/28/2017 12/12/2017 Year 2015 2016 2010 2011 1995 TRINITY ERD 4.3 Accessory Starter Strips: 4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlocker" Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatch'" Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon" and Grand Sequoia® series asphalt shingles. StarterMatch- are installed as the second starter for Grand Canyon® and Grand Sequoia® series installations. 5. LIMITATIONS: 5.1. This is a building code evaluation. Neither TrinitylERD 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 used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5_4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4,1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V It = 194 mph)- Refer to Section 6 for installation requirements to meet this wind rating. 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 R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasa = 150 mph (Vnit = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4-3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2,3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions, 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: ➢ Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. Y Slateline requires minimum six (6) nails per shingle. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.01.08-1121 FL10124-R19 Revision 21: O8/Z6/Z016 Page 4 of 6 TRINITY ERD EVALUATION REPORT GAF EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1121 1 Campus Drive FL10124-R19 Parsippany, NJ 07054 Date ofIssuance: 01/03/2008 Revision 21: 08/26/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P-E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, A.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review Of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official - This Evaluation Report consists of pages 1 through 6. Prepared by: .cyc;,ltfn,., — Robertl.M. Nieminen, P.E. •;�� •- The facsimileseala '+,SS "G�• �Florida Registration No. 59166, Florida DCA ANE1983 P,E. on 08126/2016ppeaThis not an el nng was authorized by Robert Nieminen, _1J„�lj), ,(�>cs. does serve az ectronically signed daument. Signed, sealed hardcoptes have been transm tted to the CERTIFICATION OF INDEPENDENCE: Pmduct Approval Administrator and to the named client 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates, 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 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 product. 5. This is a building code evaluation. Neither TrinitylERD 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 used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal - A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL 530 Roof & Flashing Sealant". 11.5' Sealant V (292 mrn) 1` Sellante (25 mm) (25 rrim) '. Enduil d'etancheite i I 12" Na1305 mm) Clavo 6 5 8a - 7 518' Clouer (168 -194 mm) 12' (305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel Pl. Roofing and Flashing Sealant. rol P, ail 41 :'Sa rt;. 6,4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1S07.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 F1.10124-1319 Revision 21: 08/26/2016 Page 5 of 6 TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category. Asphalt Shingles Compliance Statement: GAFAsphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Bolding Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, 13905.2A Physical Properties ASTM D3462 2009 1507.2.7A, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7-1, R905.2.15A Wind Resistance TAS 107 199S 3. REFERENCES: Entity Examination Reference Gate GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRt(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties 6AF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM 03462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 O1NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/7001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM 03462 OINK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 DSNK27924 02/11/2006 UL (TST 1740) ASTM D3161, D3462 06CA18077 06/O5/2006 UL (TST 1740) ASTM D3161, D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161, D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CAS5908 04/01/2008 Exterior Research and Design, LLC, Evaluation Report 01S06.01.08-R21 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 2 of 6 TRINITY ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / 11905-2.6A. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA requirements. 1.0. QUALITY Assu RANCE ENTITY: UL LLC —QUA9625; (847) 664-3281 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.01.08-1121 FL10124-R19 Revision 21: 08/26/2016 Page 6 of 6 TRINITY ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 09/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161,D7158, D3462 1OCA35554 03/051201D UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161,D7158,D3462 IONK11951 1OJ3012010 UL (TST 1740) ASTM 03161,D7158, D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3452 OBCA06100 01/30/2010 UL (TST 17401 ASTM D3161, D7158, D3462 IOCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL, LLC.(TST9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC (TST 9628) ASTM D3161, D7158, D3462 12CAS8151 02/15/2013 UL, LLC_ (TST 9628) ASTM D3151 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA-12332 D6/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 OS/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA D2/23/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 02/18/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, LLC. (QUA 9625) Quality Control inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1-1 Marquis° WeatherMaxe, Royal Sovereign® and Sentinel' are a fiberglass reinforced 3-tab asphalt roof shingles. 4.3-2 Camelot®, Camelot® 11, Fortitude'", Glenwood'", Grand Canyon", Grand Sequoia', Grand Sequoia° IR, Grand Sequoia' ArmorShield'", Monaco®, Sienna®, Timberline® American Harvest, Timberlinew ArmorShield' 11, Timberline" Natural Shadow®, Timberline HD®, Timberline® Cool Series®, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline° is a fiberglass reinforced 5-tab asphalt roof shingle- 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge° IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge® ArmorShield'" Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, LLC- Certif late of Autharization #9503 METAL DRIP EDGE AT RACE APPLIED LIVER UNDERLAYMENT Evaluation Report 01506.01.08-R21 FL10124-R19 Revision 21: 08/26/2016 Page 3 of 6 15N ASPHALT FELT ROOF SHEATHING µqv DITERIM UNDERLAYMENT _ _ 8d NAILS (RINGSFWNK) 6' Li.G \ ROOF SHEATHM NAIL 2 EDGES _ 8d NAILS CRINGSFWrO 4' [1C METAL DRIP APPLIED OVER SHEATHING USE ONLY ENOUGH NAILS TO HAD UNDERLAYMENT IN PLACE LWIL SHINGLES ARE LAID ROOF UNDERLAYMENT APPLICATI❑N TYPICAL FDN GAF/LANDMARK SHINGLES ETC. 1, ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 1507, FBC, 2010 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 3. FOR ROOF SLOPES 4,12 OR GREATER UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYMENT FELT APPLIED AS FOLLOVS, STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID. FBC 1507.3.8.2 4, DRIP EDGE, DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES EAVE DRIP EDGES SHALL EXTEND 114' BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12' ON CENTER. FBC 1507.3.8.3 9' STARTER STRIP OR COURSE [IF INVERTED SHINGLES ASPHALT CEMENT 15Y ASPHALT FELT UNDERLAYMENT STEEL PLYCL 8d RS NA. PLYWOOD NAIL PATTERN (ROOF) 15/32' CDX SHEATHING SHALL BE NAILED W/ 8d IRS NAILS @ 6' D.C. @ EDGES AND 8' D,C, MAX. IN .THE FIELD, USE 1/2' STEEL PLYCLIPS, METAL DRIP EDGE AT RAKE APPLIED OVER UNDERLAYMENT START THIRD COURSE VITH FULL STRIP MINUS FIRST TAB — START SECOND COURSE WITH FULL STRIP MOWS L/I? TAB START FIRST COURSE WITH FULL STRIP R❑❑PING APPLICATI❑N 1, ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE - APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS, 2. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES EIF 242 OR GREATER, FOR ROOF SLOPES FROM 2112 UP TO 4,12 DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. 3, UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE 1, OR ASTM 4869, TYPE 1 FBC 1507.3.3 4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WITH ASTM D225 OR ASTM D3462, FBC 1507.3.4 5, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE INTERLOCKING, AND COMPLY WITH ASTM D225 OR ASTM D3462, FBC 1507.3.5 6. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM 12 GA (0.105 INCH SHANK WITH A MINIMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4' (19MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4' THICK THE NAILS SHALL PENETRATE THROUGH THE SHEATHING, FBC 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 �fI 1.i_ ._tt ..6 ,,r�„:(II L. ,._. ,,77T 1-1 ;1 I•.IAll J 1, ill I I I It E