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Home My WebLink About5985 14th StENGINEER' S NOTES: 1. DESIGN WIND SPEED: 140 MPHult / 110 MPHasd , 3 sec gust PER ATC HAZARDS BY LOCATION 2. RISK CATEGORY PER Table 1604.5 II 3. EXPOSURE CATEGORY = "B" 4. INTERNAL PRESSURE COEFFICIENT = +/— 0.18 (ENCLOSED BLDG) 5. COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-10: FIG 30.5-1 (ROOF) ZONE 1 b: +10/-21 psf ZONE 2a: +10/-37 psf ZONE 3a: +10/-55 psf (WALLS) ZONE 4b: +21 /-23 psf ZONE 5b: +21 /-27 psf GENERAL NOTES CONSTRUCTION TYPE: 5-8 ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL ONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/ MS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. ASTM C270-12a C90-06b & C91-05 5PECIFICATIONS FOR MASONRY STRUCTURES NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. ASC 7-10 FLORIDA RESIDENTIAL CODE FBC—R� FLORIDA BUILDING CODE (fBC) 6th ed. �2017) "MANUAL OF STEEL CONSTR CTION ABLE STRESS DESIGN , BY THE AM RICAN INSTITUTE OF STEEL CONSTRUCTION,AIS) 13TH EDITION. "DESIGN SPECIFICATION FOR LIGHT M�LLQC TAL PLATE 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 NNDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND Ab� A OMXP�, 1plpl STI PNSM� T PLYWO D IG JPrtt ( FLORIDA BUILDING CODE tBhCed. RESIDENTIAL) A FD CR) ASCE 7-10 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 15 SF PPSF FLOOR TRUSSCHORD 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 W/OLIMITEDDSTORAGE): 10 (NON —CONCURRENT) 20 PSF c0 •� .I N 00 SH 25 EGRESS -------------- 2210' - 8" 32'-8" —� FLORIDA APPROVED RATED FOR INDICATED DESIGN PRESSURES MIN CLOPAY MODEL#73-W6 (FL 16107) OR EQUIVALENT REAR ELEVATION I- c� w . U Z _J W U EGRESS N I 1- In N 1'-4" Ld 00 C� SH 23 _ J (2) SH24 0 SH 25 SH 25 SH 25 FINISH FLOOR ELEVATInm EGRESS EGRESS LEFT ELEVATION -------------------------------------------------------------------- L::A SH 25 SH 25 EGRESS EGRESS ----------------------------------------- ---------------------- 3'-4" w RIGHT ELEVATION 5/12 GG,p\�G GGG�. �yJ O?�Oc RZE N� RH��yS NPtIDpEG� Sod Flo 11-4" ------------------ Al 5/12 ------------------------ -- N Ln N I W 00 (2) 17215 2 SH 25 _. EGRESS FFE. - --- - ----------------------------- - --------------------- i I t FRONT ELEVATION J hereby certify that I have reviewed this plan and found it to be in I compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 ENGINEER LICENCE #53608 N in I I d' GRADE ELEVATION PARCEL. 11-26-21-0010-02000-0011 BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN 5985 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 9 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO. PHONE: 813-469-2289 E-MAIL: dwsf l pe@earth l ink, net DO NOT SCALE 3 0: AUG 2020 DESIGN/DRAWN CHECKED 2020-0818 R. GOLLHARDT D.W.S.,p.e. 32'-81. 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 Al ID HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE BUILDING INSPECTOR. ALL DOORS INTERIOR & EXTERIOR ARE 6'—B" 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 DO RS. ALL GLAZING 9.0 SQ FT OR GREATER, OR LESS THAN 18" A.F.F. SHALL BE TEMPERED. (FBC R308.4) ALL EGRESS WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.7 SQ. FT. (MIN OPENING SIZES = 2'-0" X 1'-8", SILL @ 44" A.F.F. MAX) 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. AREA'S LIVING GARAGE COVERED COVERED STORAGE REAR PORCH FRONT PORCH TOTAL AREA UNDER ROOF CEILING HEIGHT 8'-0" FLOOR PLAN 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 2037 513 120 96 58 2766 S.E. ' BUTTERFIELD INVESTMENTS INC 5985 14TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S. X.E.#53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHONE;813-469-2289 E-MAID dwsflpe@earthlink, net RICK GOLLHARDT — DRAFTSMAN 813- 781- 3651 rgollhardt@tampabay.rr.com FLOOR PLAN SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT 30 AUG 2020 CHECKED D.W.S.,p.e. SHEET OF 2 OF 9 JOB NO, 2020-0818 NOTE: ® INDICATES 1—INTEL. 5 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 #5 DOWEL HORIZ. REBAR BEAM REINFORCING Z n DOWEL -LAPPED WITH g WALL REINFORCING N ! V'5 CORNER REBAR S GROUTED CELL S NOTE: ALL LAPS SHALL BE 25" MINIMUM CORNER DETAIL — BOND BEAM AND WALL REINFORCEMENT EDGE OF FOOTING 1-#5 DOWEL IN CORNER CORNER DETAIL — FOOTING AND FOUNDATION WALL REINFORCEMENT 00 I (1) 5 REROD IN GROUTED CELL LL ATED PER PLAN 25' DOWEL LAP MINIMUM 4" CONCRETE (3000PSI WITH #10 6X6 MESH ON 6 MIL P LY VAPOR BARRIER OVER CLEAN COMPACTED POISON TREATED SOIL. VAPOR BARRIOR MATERIAL TO BE LAPPED 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED ONOLITHIC FOOTINGS WITH 2 EACH 3 CONTINUOUS ON CHAIRS -TYPICAL )TER SHALL BE 12" FROM GRADE TYPICAL MO NOL YT HIC FOOTING DETAIL (I��5 REROD IN GROUTED CELL LL ATED PER PLAN 25" DOWEL LAP MINIMUM 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY w VAPOR BARRIER OVER CLEAN SOIL. POISON VAPOAIO MATERIAL TO BE LAPPED f I / 6 WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED 20"W X ,J�2"H STEMWALL FOOTINGS WITH 2 EACH 5 5 8 RODS CONTINUOUS ON CHAIRS -TYPICAL OTTOM F FOOTER SHALL BE 12" FROM GRADE OPTIONAL STEMWALL FOOTING DETAIL ACI 90 STANDARD HOOK -EMBED 6" E- 5 = Z w N 0 z 0 a > w J w w 5 w #5 VERTICAL WALL REINFORCING IN GROUTED CELL BOND BEAM W/(1) #5 REBAR FILLED CELL OK S�EMIN1 W,AIV�"& HORIZO REINFORCING Y� ..•.:<�_�:::;::'>, CONCRETE FOOTING REINFORCING REBAR isr,.t (SEE FOUNDATION PLAN) —1 25" MIN LAP I+ MASONRY WI ALL FILLED CELL DETAIL FOUNDATION PLAN 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 08 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 SHALL 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 CELLULOSE COGRADE TAIN NGTMATEI�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 DIAMETEF� 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 INADVERTENTLY OMITTED FROM DOWN POUR LOCP�T(ONS 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 � 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) CONCRETE TYPE MIN. 1EN.S.IGN (f) MODULES OF DE -SIGN C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Kai C-1-P GROUT 3.000 Psi 3,122 Kell 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. FIBER MESH 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 MMBEASSRIINGE CCOpNNCCTRREETLELEMpASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II APL CERLST&R CAVITIESOBELOW 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. SOI L: 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 R 318. BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN 5985 14TH STREET 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardMampabay. rr.com D.W.SMITH,M.S.,P.E.#53608 FOUNDATION PLAN SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 3 OF 9 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO, PHONE:813-469-2289 E-MAIL, dwsftpe@earthtlnk, net DO NOT SCALE 30 AUG 2020 DESIGN/DRAWN CHECKED 2020-0818 R. GOLLHARDT D.W.S.,p.e. 7777 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 L 11 N DETAIL "B"-' 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_ 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 additional reinforced concrete masonry above the lintel. See detail at right: LINTEL, PLAN 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 8" SAFE GRAVITY LOADS FOR PRECAST & PRESTRESSED U-LINTELS SAFE LOAD POUNDS PER LINEAR FOOT MARK No. LENGTH TYPE 8U8 8F8-0B 8F8-1 B L 1 2'-10" (34") PRECAST 2231 3069 3069 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'-16' (54") PRECAST 1599 2189 189 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'- 1t 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 DETAIL "B" SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS POUND �1 PER LINEAR FOOT MARK No. LENGTH TYPE 8RU6 8RF6-OB 8RF6-1 B 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 5-11to 6'-8" (80") PRECAST 797 901 901 D 6 6'-9" to 7'-6" (90") PRECAST 669 755 755 D 7 7'- 7to 9'-8" (116") PRECAST 411 466 526 BUTTERFIELD INVESTMENTS INC 5985 14TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY,FL❑RIDA 33525 PHONE:813-469-2289 E-MAIL: dwsflpe@earthlink, net 2" RECESS DETAIL "DB" RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt@tampabay.rr.com LINTEL PLAN SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT DATE 30 AUG 2020 CHECKED D.W.S.,p.e. SHEET OF 4 OF 9 JOB NO. ENGINEER LICENCE #53608 2020-0818 32'-8" 32'-8" 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 do 8" O.C. FIELD USE STEEL PLYCLIPS. --� (2) 16d TOENAILS INTO EACH LEDGER. 2"x 4" LEDGER. (2) 12d TO EACH TRUSS WEB. (2) 2X4 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 10dx3" 0 4" O.C. 2"x 4" TOP CORD BLOCKING 0 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. AND FASCIA DOWNSET TOPCHORD OF GABLE 2,_�„ END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED 0 24" O.C. MAX (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 !L�IIR:T 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 ATTIC VENTILATION CALCULATIONS FASTEN DOUBLE 2X4 WOOD TRUSS TO 2X6 DOUBLE BEAM WITH SIMPSON H10A-2 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10446.5 FASTEN 2X4 WOOD TRUSS TO 2X6 DOUBLE BEAM WITH SIMPSON H2.5A ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10456.2 FASTEN 2X6 DOUBLE BEAM TO 4X4 PT POST WITH SIMPSON LCE4 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10446.9 4X4 PT POST DOUBLE 2X6 WOOD BEAM L FASTEN 4X4 PT POST TO CONCRETE SLAB WITH SIMPSON ABU44 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10860.2 FASTEN 2X6 DOUBLE BEAM TO CONCRETE BLOCK WITH SIMPSON HU26-2 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10655.5 FASTEN 2X6 DOUBLE BEAM TO 4X4 PT POST WITH SIMPSON AC4 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10860.4 FASTEN 2X4 WOOD TRUSS TO 2X6 DOUBLE BEAM WITH SIMPSON H2.5A ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10456.2 X4 PT POST L FASTEN 2X6 DOUBLE BEAM TO CONCRETE BLOCK WITH SIMPSON HU26-2 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10655.5 FASTEN 4X4 PT POST TO CONCRETE SLAB WITH SIMPSON ABU44 ATTACH PER MANUFACTURERS SPECIFICATIONS FL 10860.2 SIDE VIEW FRONT VIEW TOTAL ATTIC AREA = 2550 S.F. 612 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE 612 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT TOTAL SQ IN RIDGE VENT = 1276 SQ IN X 23/LFTOTAL SQ IN SOFFIT VENT = 2548 SQ IN �55'-6" 196'-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 LEGEND ® HETA20 ® HETA24 © H2.5A ® H10A-2 TRUSS PLAN FRONT PORCH DETAIL MISSING TRUSS ANCHOR: TRUSSES THAT ARE PLACE SUCH THAT AN EMBEDMENT ANCHOR IS MISPLACE MAY BE FASTENED TO THE MASON�HE Y BON BEAM USING ONE (1)SIMPSON MTSM16 TWIST STRAP WFOUR 4 3/16 X 2 1 4' TAP CON MASONRY SCREWS IN BON BEAM AfNVD NINE (9 10d NAILS IN THE TRUSS (MAXIMUM UPLIFT CAPICITY = 1200 POUNDS) 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 SHALL COMPLY WITH R905.2.8.' 1507.2.9.2 DRIP EDGE SHALL COMPLY WITH R905.2.&. , 1507.2.9.3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON 8TR(M TIE USP MANUFACTURIM INC. CONNECTOR CAPACITY FASTENER$ ANAL CAP FASTENERS SYP SPF CONNECTOR SYP SPF A HETA20 1810 8-10dx1112" 114733 HTA20 1615 150 10-10dx11? B HETA24 2885 12 -10d x 1 11r 11473.3 HTA24 2490 2885 10 -10d x 1 1/l C H2AA I 800 595 110 - 8d 104562 RT7A 585 10 - 8d X 1 1/2` D H10A4 I loop 118-10dx11/t 1 t1015 MINIMUM 8" 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 REC'D ON ROOF PITCHES 9/12 A LOWER LOADS - ROOF - L / 880 FLOOR - L / 480 W/ 3W MAX DEFLECTION. 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. Edition #53608 BUTTERFIELD INVESTMENTS INC 5985 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: dwsflpe@earthlink, net RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt@tampabay.rr.com TRUSS PLAN SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT DATE 30 AUG 2020 CHECKED D.W.S.,p.e. SHEET OF 5 OF 9 JOB NO, ENGINEER LICENCE 453608 2020-0818 STRUCTURAL LUMBER : INTERIOR LOAD BEARING WALLS SPF #2 ALLEXTERIOREEFXXTEMMRIIORAAFRAMING ggSEEP��Fqq 2 ALL HEADERWBEAMS�COLUMNSTCTj� BEISYPS2?� RzYEOUALITY OR BETTER SHEATHING OR�DEEQRI E�zE , ,,,ASPVVLICATU% SHA�h BE APA RATED STRUCTURAL IFS L BOAND �ISLE OBEP USEDINPLAE OFGP�YWOOD S o 0 HAVE OSIMILAR ORING AOR CON,q R SECTI ,l PRpP TIES. TACTR WICTH CAONCRETE ISTOTOBRECEE�E AR AN DARD RNR DE PRIESSURE TREO RING. H N P EE I E D T E NH N T B AT/? U B� NW§L�Z�k% DIWI rRB�SIGN I CA TA$CWR�qjo D 0 RU SES BY HE SHALL BTE PR09BE�HATLBEARING LOCATIONS WITHOUT W00 _0 TOP TPLATES. PLATES ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH-8 STUCCO FINISH PER ASTM C. 926 ,APPLY 3 LAYERS W/ TOTAL I-{JCKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. 3RD LAYER 1 J8 THICK INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES ANME�ggGLES CHANNELS • ASTM A336�36M 053 Fy = 36 Ksi HIGHARE M STRENGTH BOLTS : ASTASTSTM 3A500,DGRADEyB Fy Ks146Ksi MACHINE BOLTS : GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO Fyy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. NAILS SHALL CONSIST OF : COMMON YVIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS E: 8Ed = 00..1131" 11 Odw =S 0.114g8E' 1E2d �N= 0.1N48R" 1E6dq = �0..116�2". N EXTER APPI ICAO INSTAL ATION CEIVENANEANTRTC ASHOE CC�ATINGR BY MANUFACTURER TOR PALL FASTENERS AND TIE DOWNS ARE TO pRIROK�N I THE p ,q�� IO q MINI M ACL aSTE�IERL TIE DO S BEAM HANGERSROJOIDST HANGERS F AND PFLOOR TRUSSED STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THL PLANS AND �CIFITETIO�NgSED�ED JgpLTS USE FOR PLI R A 0 TJN PR�pR 0 AL SET OF THE CONCRETE SPA NG AN A1IQNM1� ,q B ACCppRR ANCE WITH THE DESIGN PLANS U.N.b. AL RNAT TO J OL S AR N N PL NS. ACED TARR WEMBED�EDOREINFOR INGOT RITORU T O D WHILE LI�G OUT. BE NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BEA". 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. t %THEMWWH N E ING �NAMA&� YPl'ATES.C. MAX 30 YEAR WARRANTED/Flq�RGLASS SHINPLES ON 30 FELT PAPER 3A OICGBOUNDARIES,2g"°OC.°EDGES & 8Y OC. FIELD RING SHANK NAILS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 -� INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTNIOUS ALUM DRIP EDGE ATTACHED PER MANUFACTURERS SPECS R-30 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION ATTACHED; WITH 5d COOLERILSD 2X6 PT WOOD SUB ATTACHED TO OR #8 DRYWALL SCREW AT 7 O.C. MAX 2 X 4 TOP PLATE IN5ULATION (MIN.) EACH LRUSS WITH 8d COMMON) NAILS ) EACH TRUSS g�� ER-3b IUL��CCEA 118N I�X A��jj TRAP POUREp IN LINTEL AT EACH TRUSS ANAILS ON TRUSS LAYOUT. FILL ALL NAIL HOLES q�uMIMM g�FFIT ANpD FgqggCIA WITH d 1C1%2 TRIM ATTACHED PER MANUF. SPECS. I/2" 6YP. SIR BOARD (TYP.) 1 COURSE 8"X8" KNOCK -OUT BLOCK FILLED S LID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS VARIES PRECAST CONCRETE LINTEL I/2" C7YP. WALL BOARD (TYP) SEE PLAN I- FRAME WINDOWS ATTACHED TO P.T. BUCKS PER 2X4 5TUD5 ® I6" O.G. PRE -CAST CONIC SILL =DOFyVSSAjzSCHED MARBLE SILL 2X4 DRAFT5TOPPIN6 (TYP) 8"X8"�1 §" CMU TYP. TYPE S MORTAR WITH ((1) }�5 REBAR FROM JL 1X2 P.T. WD FURRING ® 24" O.C. ATTACHED TO BInOCK WITH 3d POORER Tt7 LINTEL BLOCK CUT NAILS 12 O.C. MAX R5 CELOTEX "TUFF-R" INSULATION BD OR EQUILIVANT DECORATIVE CEMEN�,OUS FINISH STUCCO, 1 2 2 COAT 1 /2' GYPSUM WALLBOARD PER SP CS FB R 703 ATTACHED WITH 5d COOLER N/�ILS #8 DRYWALL SCREW AT 8 O.C. MAX 1OXR4 WITH 3d ATTACH�DBTOEB�,OCK NAILS ®12 O.C. MAX 4"X4" INSPECTION PORT CUT AT EACH FILLED CELL _ 5 1/4' BASEBOARD TYPICAL NOTE: EXTEND DECO FINISH 4" TO 6" #5 DOWEL CONT. VERT. FROM FOOTING BELOW GRADE N WITH MIN 25" LAP SPLICE (10" STAN HOOK) F.F. 1/4" �P x 5" TAPGON5 - t i BOTTOM PLATE 2x4 P.T. B = z . „ 24 O.G. OR EQUAL �� GRADE ` '''•` \\ \/\\\�\� N 4" CONCRETE (3000PSI) WITH #10 �< 6-6/10-10 WWM OR FIBERMESH fj 4 c ON 6 MIL POLY VAPOR RLAPPED a. 'D ✓ VER CLEAN MATERIAL TTORBE 6"WITH SEAMS TAPED OVER CLEAN I COMPACTED SOIL (95% MODIFIED =I I =III= I I=I I = I I =I I III- PROCTOR PER ASTM D1557 1- -I -1 12"W X 20"D CONT. MONOLITHIC „ 12 SECITION TREAT PROTECTION AGAINST I p TT ON°3�RCH1 IRS(25 REBAR CONT. TERMITES -III-III- I III -I -III- -I I -I I -III -III_ SPACED 4PO.C. MAX TYPICAL INTERIOR NON -BEARING WALL TYPICAL WALL SECTION WITH WINDOW 5'-0" ri ROOF EDGE 5'-0" ri 3 O O3 2 O O O CD O RIDGE 0 0 0 U O O �Q 3 c:, in 0 mg 0 0 0 GABLE END 5 PARTIAL ROOF PLAN 5 ZONE O 8 • RING SHANK NAILS AT 6" O.C. AT EDGES 8 RING SHANK NAILS AT 12" O.C. INTERMEDIATE ZONES O2 O3 8 RING SHANK NAILS AT 6" O.C., 4" O.C. AT ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR OVER A FRAMING MEMBER. 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 ROOF SHEATHING NAILING NOT TO SCALE 0 z W w J m Q C.� TAWHEFA WHEN E fNG ONTUA RYPLATES.C. MAX SHEATHING TORBEgTIS 32g OpSB ORpSH12P&PLY°cpDX °W/8dpLRING SHANK NAILS E"SOEEL PLYCDI IIIES'RIDGE VLNT GASS REQUIRED _PFERLFBC 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 MT )USS WITH 8d COMMON NAILS EACH TRUSS AALI MIATTA HOFDFI ANMA A I SPECS. VARIES SEE PLAN CATEGORYMANUFACTURER MSTEL AR OUE M APPROVAL # AkP OVAM 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 THERMA-TRU FIBERCLASSIC 5891.1 FL 5891-R6 THERMA-TRU SMOOTH -STAR 5891.2 THERMA-TRU CLASSIC CRAFT 5891.3 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 MI WINDOWS AND DOORS SERIES 420 15332.1-.5 FL 15332-R5 SERIES 430 15332.10-11 SECTIONAL ROLL UP CLOPAY 73, 75 92 -16'2 16107.3 FL 16107-R10 73, 75 16 4 -18 2 16107.11 73, 75 UP TO 9'2 16107.24 WAYNE DAYTON OVERHEAD DOOR MODEL 8000 8100 9 -14' 8248.1-.4 FL 8248-R19 MODEL 8000 8100 16'-14 8248.5-.9 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 SERIES 195 ALUM 15217.1-.3 FL 15217-R HORIZONTAL SLIDER PGT HR-ALUM 242.3 FL 242-R25 MI WINDOWS & DOOR SERIES 188 15351.3 FL 15351-R7 SERIES 1630 SINGLE SLIDER 21638.1-.11 FL 21638-R3 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 IFL 15353-R4 JELD-WEN MILLIONS 15861.1 FL 15861-R8 PANEL WALL SIDING KAYCAN DOUBLE T TIMBERCREST 16299.2 FL 16299-R4 JAMES HARDIE HARDIEPLANK LAP SIDING 13192.2 FL 13192-R5 ARTISAN LAP SIDING 10477.1 FL 10477-R7 CERTAINTEED CORP CERTAINTEED VINYL SIDING 15731.1 FL 15731-R2 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 CERTAINTEED CORP CT20, LANDMARK 30 40, XT30 5444.1 FL 5444-R15 METAL ROOFING UNION CORRUGATING MASTERRIB PANEL 9555.4 FL 9555-R4 ROOFING TILES BORAL TILE VILLA 900 7849.24-.28 FL 7849-R11 TPO GAF SINGLE PLY ROOF SYSTEMS 16730.1 FL 16730-R23 SINGLE PLY ROOF SYS MULE -HIDE PRODUCTS CO THERMOPLASTIC POLYOLERN 12772.1 FL 12772-R6 UNDERLAYMENT TAMKO 15 FELT 12328.6 FL 12328-RB 30# FELT 12328.7 GAF UNDERLAYMENT 1062&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-RI LOMANCO DA-4 EXHAUST FAN 17202.1 FL 17202-R4 STORM PANELS GLOBAL PROTECTION PROD GALV STEEL STORM PANELS 15076.1 FL 15076-R5 GLOBAL PROTECTION PROD GPP FABRIC SHUTTER SERIES 2000 15088.1 FL 15088-R2 TOWN AND COUNTRY IND SAFETY EDGE STORM PANELS 12856.1 FL 12856-R6 STRUCTURAL COMPONENTS CAST-CRETE USA CONCRETE LINTELS 158.1 FL 158-R7 COMMERCIAL CONCRETE PRODUCTS CONCRETE UNTELS 1774.1 FL 1774-R4 MARION MASONRY MATERIALS CONCRETE LINTELS 12193.1 FL 12193-R3 CONCRETE PRECAST PRODUCTS CONCRETE LINTELS 15148.1 FL 15148-R2 LOTT'S CONCRETE PRODUCTS CONCRETE LINTELS 17867.1 FL 17867-R1 POWERS STEEL INC POWER BOX LINTELS 3119.1 FL 3119-R7 POWER BOX LINTELS 5450.1 FL 5450-R6 POWER BOX LINTELS 11383.1 FL 11383-R5 R-30 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION 1L2" CEILING TYPE GYPSUM BOARD AITTACHED WITH 5d COOLER NAILS OREE#((8��))DRYWALL SCREW ATg7R O.C. MAX �N ELS LSCAYIVI EXCEPTHASANOTETON TR�SSEPAYOUT. T FILLTALL NAILRHOLES WITH 1 d X 1 1/2 NAILS 1 COURSE 8"X8" KNOCK -OUT BLOCK FILLED LID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS PRECAST CONCRETE LIN FEL W z MU w 1X2 P.T. WD FURRING 0 24" O.C. �s.,x1�"#MCORT�A�Wp,P ATTACHED TO B1,OCK WITH 3d WI TTER�TipLINTEL BLOCK CUT NAILS ® 12 O.C. MAX R5 CELOTEX "TUFF-R" INSULATION BD DECOR RIVE CEy�EN 1�,0US OR EQUILIVANT FIN 1 J2 2 COAT 1/2 " GYPSUM WALLBOARD PER SP CS FB -R 703 ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 8 O.C. MAX 4"X4" INSPECTION PORT ��AP40SIEBN�%RWITH 3d AT EACH FILLED CELL CUT NAILS 0 12 O.C. MAX TYPICAL _ 3 1/4" BASEBOARD NOTE: EXTEND STANDARD 90 DEGREE BEND DECO FINISH 4" TO 6" WITH 25" LAP MINIMUM BELOW GRADE N F.F. Z IL 00 GRADE O- N� �`` ��\\!� ��' 4" CONCRETE (3000PSI) WITH #10 `Vz �\\,;:,;. 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 12"W X 20"HHD CONT. MONOLITHIC 12" TERMITES F0 �RCHPIRS( P.S REBAR CONT. ON SPACED 4 O.C. MAX TYPICAL EXTERIOR WALL SECTION ENGINEER LICENCE #53608 BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN 5985 14TH STREET 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardtWampabay.Tr. com D.W.SMITH,M.S.,P.E.#53608 DETAILS SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 6 OF 9 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 SCALE DATE JOB NO. PHONE: 813-469-2289 E-MAIL; dwsf 1pe@earth[ Ink, net DO NOT SCALE 30 AUG 2020 DESIGN/DRAWN CHECKED 2020-0818 R. GOLLHARDT D.W.S.,p.e. 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 -I 0.09r x 1 ULS SPACE ).C. MAXIMI ;ONRY BLO, 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 1/2" MATERIAL S ATTACH TO BLOCK WITH 3/16' 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 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" ''..I 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. 1/2" x b" "L" BOLT FILL CELLS SOLID (3 PER SIDE) P.T. DOOR STOP 2xb P.T. #2 5YP JAMB II TRAGK/BRAGKET FASTEN PER MANUF. 5PEG5. GARAGE DOOR ATTACHMENT DETAIL NOT TO SCALE GARAGE DOOR JAMB NOT TO SCALE ASPHALT ROOF S1 UNDERLAPM VENT HOOD FLA R�L/I V LUI \ ROOF VENTS (OFF RIDGE) DETAIL INSTALL SHINGLES OVER FLANGE ❑PTI❑NAL, AT HEAD LEAD BOOT FLASHING W/ INTEGRAL SHINGLE RO❑FING OVER 15# FELT FLANGE SET IN PLASTIC ROOF CEMENT OVER 7/16' OR 15/32' CDX PLYWOOD VENT SEE SIZE ANDCL❑CATI❑NSMBING F❑R FLEXIBLE BOOT FLASHING WITH INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE AT BASF ---,.- NOTES, 1, INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTI❑NS 2. APPLY R❑❑FING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY ROOF PENETRATION FLASHING DETAIL VALLEY 1 S ROOF I CUT TOP CORNER OF UNDERLAYMENT TO INSURE PROPER DIVERSION OF WATER IN THE METAL VALLEY ROOF UNDERLAYME VALLEY FLASHING (EXTEND ENTIF WIDTH OF VALLEY METAL BEYONI ROOF EDGE STANDARD HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES PREVAILING 5" WIND DIRECTION '--5 5/8" FAS1 DISTANCE STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS o. 5" EXPOSURE UNDERLAPMENT TO LAP OVER VALLEY METAL A MINIMUM OF 2" VALLEY UNDERLA YIVIENT do 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 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 NAILING SGHEDULE ALL NAILS ARE d GOMMON NUMBER AND 5PAGIN6 LED6ER STRIP 16d 3 ® EA. J015T 50LE PL. TO J015T OR 5LK'6-FACE NAIL 16d Ib' O.G. TOP OR 50LE PL. TO 5TUD-END NAIL Ibd 2 STUD TO 50LE PL.-TOE NAIL bd/Ibd 3/2 DBL. 5TUD5-FACE NAIL IOd 24" O.G. DBL. TOP PLATE5-FACE NAIL IOd I6' O.G. GONTINUOU5 HD'R THO PLAGE5 Ibd 16' O.G. ALONG EA. EDGE GONTINUOU5 HD'R TO STUD -TOE NAIL bd 3 IXb SHEATHING OR LE55 TO EA. BRN'6-FADE NAIL bd 2 OVER IXb 5HEATHIN6 TO EA. BRN'6-FACE NAIL bd 2 BUILT UP CORNER 5TU05 IOd 24" O.G. BUILT UP 61RDER5 AND BM'5 Ut' TO TRU55 MEMBERS IOd 32" O.G. ® TOP AND BOTT. AND 5TA66ERED 2 END5 ® EA. 5PLIGE 1/2" 6YP5UM 5HEATHIN6 II 6A. 1-112" 6ALV.1116" HEAD. 4" ON EDGE b" IN FIELD 5/b" 6YP5UM 5HEATHIN6 II 6A. 1-3/4" 6ALV.1/I6" HEAD. 4" ON EDGE b" IN FIELD 112" 6YP5UM HALLBOARD I-3/b" DRYWALL NAIL 1/I6" HEAD. T ON GEILIN6 W ON KkL5 5/b" 6YP5UM HALLBOARD I-112" DRYWALL NAIL 1/I6' HEAD. 1" ON GEILIN6 WON WALL5 HARD BD.. LAP 51DIN6-DIREGT TO 5TUD bd GORRO51ON RE515TANT W/ MIN. SHANK DIA. OF .099" AND A MIN. HD. DIA. OF 24" 16' O.G. ® TOP AND BOTTOM EDGES HARD BD.. LAP 51DIN6 OVER 5HEATHIN6 IOd GORRO510N RE515TANT W/ MIN. SHANK DIA. OF .099" AND A MIN. HD. DIA. OF 24" Ib' O.G. ® TOP AND BOTTOM ED6E5 HARD BD.. PANEL 51DIN6 DIRECT TO 5TUD5 bd CORRO51ON RE515TANT W/ MIN. 5HANK DIA. OF .042" AND A MIN. HD. DIA. OF 225" b" O.G. ® E06E5 AND 12" O.G. INTERMEDIATE SUPPORT5 HARD BD.. PANEL 510IN6 OVER 5HEATHIN6 bd GORRO51ON RE515TANT H/ MIN. 5HANK DIA. OF .OG2" AND A MIN. HD. DIA. OF 225" b" O.G. ® E06E5 AND 12" O.G. INTERMEDIATE 5UPPORT5 NAILING SCHEDULE REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 18 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R306.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R306.2 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. GLAZJNG IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS, STEAM ROOMS BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMOARTMENTS WHERE THE 6OTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES(1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WAL.IONG SURFACE. 6. GLAZING, IN AN INDMDUAL FIXED OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCHS810MMIARC 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 INDMDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE THAT MEETS ALL OF THE FOLLOWING CONDMRi: T.1 DOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.838 M2)_ 7.2 BOTTOM EDGE LESS THAN 18 INCHES C91' MM ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 38 INCHE84 MM3 ABOVE THE FLOOR.7A ONE OR MORE WALING SURFACESIN 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 NONSTR�ORSAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES EEroci--0 NG INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 80 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 80 INCHES (1524 MM LHOR17 NTALI.Y OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLA23NG AND ALL PANES IN MULTIPLE GLAZING. 10. NG ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES 914 MM) HORIZONTALLY OF A WALING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 80 INCH �S (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. I I. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES 1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN TREAD. WHEN THE EXPOSED SURFACE OF THIS GLASS IS LESS THAN 80 INCHES (1524 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 OR 7. 3. GLAZING IN SECTION R306A, ft-m 8, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZINO IN SECTION R 308r4.2, 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 ii306A, REM 2. 5. GLAZING INCHES IN SEC71ON 2 INCHES (911R308.4.3, * MM , WHEN 51 MM) AABOVEE THE FLOOR. VE BAR I HE BAR SHILL BE CINSTALLED ON APABLE OF�WITHSTANDING A HORIZONTAL. BLE SIDE(S) OF THE GLAZING LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %*WM8(wWA)N HEIGHT. 8. OUTBOARD PANES IN INSULATING G(�LASSS UNITS (/FgAND OT)bHER MULTIPLE GLAZED PANELS IN SECTION R308.4 n EM 7 WHEN 7. L HE BOTTOM EDGE OF THE GLASS IS 25 FEET OUVERED�WMDOVI 3 AN45 D JALOl S1E3 COMPLYING WITH THE REQU lug EI�AENT ADJACENTSECTION TO OR MORE ABOVE GRADE, A ROOF WR908.20 EXTERIORiik GLASS ' c3R OTHER 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308A, 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 92 THE PLANE OF !RE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. TABLE R302.6 DWELLING -GARAGE SEPARATION SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS EQUIVALl THAAP1/2 TO TH UGARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE N8TRI,ESOSR TMXPN- VCH TYPE X GYPSUM USEDCFORESSEPERATIONTREQUIREDRBYETHS SECTION LIES NOT TEQUIVALENN 1/2-INCH GYPSUM BOARD GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON SAME LOT NOT LESS THAN 1 2-INCH GYPSUM BOARD OR EQUIVALENT APP IED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA ENGINEER LICENCE #53608 BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN 5985 14TH STREET 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W. SMITH ,M.S.9P.E.#53608 DETAILS FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 SCALE DATE PHONE: 813-469-2289 E-MAIL: dwsflpe@earthhnk. net DO NOT SCALE 30 AUG 2020 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.S.,p.e. SHEET OF 7 OF 9 JOB NO, 2020-0818 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 ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. 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 & 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 INDIVIDUAL PLUMBING, ELECTRICAL, OR MECHANICAL IS OVER $125,000 OR IS OVER 250 FIXTURE UNITS PLUMBING, OVER 600 AMPS ELECTRICAL AND 15 TONS OR OVER MECHANICAL. FBC BUILDING CHAPTER 1 (105.3.1.2) 2' VTR PLUMBING NOTES: BATHROOM PLUMBING SHOWER HEAD SHOWER VALVE TUB/SHOWER HEAD TUB/SHOWER VALVE TUB/SHOWER SPOUT FIXTURE HEIGHTS: 77" ABV. SHOWER F.F. 46" ABV. SHOWER F.F 80" A.F.F. 3 0 " A. F [�_. 22" A.F.F. TAP OUTSIDE WATER TAP WASHER 2' VTR I ' I I 2' ` \ I 2' VTR SINK 2 SINK SINK WC �'\ v/ SHOWER i \ z `\ TUB SINK /' 3' WC \ 3' 4' C. ❑, PLUMBINGISOMETRIC � LOCATE AND CONNECT TO SEWER 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. PLUMBING LA YO UT - 2" 4' C. ❑, ' LOCATE AND CONNECT TO SEWER BUTTERFIELD INVESTMENTS INC 5985 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 RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt@tampabay. rr. coati ELECTRICAL SHEET OF 8 OF 9 SCALE DATE JOB NO, DO NOT SCALE 30 AUG 2020 DESIGN/DRAWN CHECKED 2020-0818 R. GOLLHARDT D.W.S.,p.e. u 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 SMOKE DETECTORS: SMOKE DETECTOR PLACEMENT AND LOCATION SHALL BE CHECKED AT FRAMING. THE PROPER PLACEMENT OF UNITS SHALL BE IN ACCORDANCE WITH THE NATIONAL FIRE PREVENTION CODE SAFETY ACT. MINIMUM REQUIREMENT SHALL BE AS SET FORTH IN 6TH EDITION, 2017 FLORIDA BUILDING CODE AND NFPA-70/NATIONAL ELECTRIC CODE 2017 (NEC2017). CARBON MONOXIDE DETECTORS: EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR AFTER 07/01/08 AND HAVING A FOSSIL—FUEL—BURINING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSED. IN NEW CONSTRUCTION, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP. ELECTRICAL: ALL OUTLETS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT & TAMPER PROOF, PER 2017 6TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL (PART VIII — ELECTRICAL) NEC 2017: 210.12 — ARC FAULT PROTECTION IS NO LONGER LIMITED TO SLEEPING AREAS AND NOW INCLUDE KITCHENS. NEC 2017: 210.8 — INCLUDE GFCI PROTECTION ON CIRCUITS INCLUDING BUT NOT LIMITED TO OUTDOORS, DISHWASHERS, PORCH AND LANAI. ALL OUTSIDE MECHANICAL EQUIPMENT TO HAVE (1) 110 VOLT GFI WP OUTLET WITHIN 25' OF EQUIPMENT IN SITE PLAN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 3. ELECTRICAL SWITCHES TO BE 42" CENTERLINE AFF. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5, GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. 2017 $ SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 8 110 V RECEPTICLE(1/2 SWITCHED) 6u 110 V RECEPTICLE t,7�1 110 V RECEPTICLE - GROUND FAULT t}�FI 110 V RECEPTICLE - ARC FAULT 8w 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE IN DUPLEX OUTLET IN FLOOR 16 110 V QUAD 8. 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 Qp �g VANTITY LIGHT c0 PUSH BUTTON FOR GARAGE OPENER S&D SMOKE /FIRE DETECTOR/ALARM CAM SMOKE/CARBON MONOXIDE DETECTOR - COMBO © CARBON MONOXIDE DETECTOR CEILING FAN ONLY FAH W/L CEILING FAN /LIGHT a DISCONNECT ELECTRICAL METER ELECTRICAL PANEL 3- 2/0 THNN CU FEEDERS 2" GALV RISER "0/"JA210 TMWC�200 AMP MAIN BREAKER 200 AMPPPANELL ONTINSIDEAGARAGE WALL METER SOCKET 2" GALV NIPPLE YIF AVAILABLE) SERVICE RODSCU 2 EACHIV8'-0" APART MIN. DREN GROUND �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. ELECTRICAL BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN 5985 14TH STREET 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W. SMITH,M. S.,P.E. #53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHONE:813-469-2289 E-MAIL: dwsflpe@earthlink, net ELECTRICAL HVAC SCALE DO NOT SCALE SHEET ❑F- 9 OF 9 L^I` JOB NO. 0 AUG 2020 CHECKED 2020-0818 0 D.W.S.,p.e. DESIGN/DRAWN R. GOLLHARDT ii 2r t7 I 4--'n- L rria, i I L'I'd i 4FAJ40 mterfieUg)dopavm soottmar ,111 , sharridt—, TF EFteno, Uncrs SUbcat r Sectional FzF,n,, r—, A, FIi iml-i P 6port from a Florida Registered Arrfitect or 9 1 9orldi rrotyssicnal Ingineer t--limuor Report - Hardoopy Received I Innda I n.),n—r nr 11-hit^ct Id— who H—lif-m J", I,Snvl the F-1—to,ri kepxt Ronda License QljahrIt Assurance Entity Irtutek Tpctirig Services IVA, Inc - QA Entity (,mantrt Expit,,n,irt Date 12/31/2020 Validated By f3a,y pf'.h1t,' 1W \4idmIi,,ri Checklist - Hardcopy kpceived R if-' 1['F7 P Vi -N C!,, lificatiort of Iridc— ndu j jr,hu, F',U1 , IkLp It fe.renced standard and Year (of Standard tandard) ANS111DALIVIA 108 ANSIXASMA 115 ASTM F Mn ASTM E 1 99(, ASTM F3 Xj TAS 201 I M5 1u J tandard- 0 1, 1 IRV Florida Licensed Professional Engineer or Arrhitt I-LiQliAZ LV_J-1I r , i 11 F1 DA;rAV I Jf ri, frnrri I-, di,. 1'r I I I Appr" J --inod P, ".od I Upbcn L) I " nrlrted OH/ 10/20 17 ant vandatad 08/1412017 IT F1 00/16/2017 .[ I I n/1 I )/•11) 1 / CES T! v-,, h., EP :ZrD m0`?--_.NT1 jm.;3 T SL�_VC A�.i-i:01, -OLT1 C 01 -1 lit. ct�rl(:4r I� _LJ4 L L01 A! 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N-O JUC( f.1aDUNr Tr rry J[L D-WEIv TVINDC)WS & DTO0R5 ^yxl p.NAn„:`rx 45vp. s,I IM •^ •w. n.uervn SHIM AS RUCOIRM AT EACH INSTAI CATION ANCHOR WITH LOAD FI!'ARING SHIM(S)_ MAXIMUM ALLUWAOLE SI LIM STACK TO RE 1/41NC'H SHIM WHERE SPACF OF 1/161NCH OR GREATER OCCURS. SHIMS) SHAH BF A BI�I,. NN DROPS, IN•C, '^ 1^^^)'^ �x - NUN �L'OMPRLSSIBLF CDMP(151TF OR 8111 LA. F ,,d, tF��/phrina/LLGr 11 7,7 I aF F'pnrl Dtdd I:1,JrH;,u1 F�nS, oP e7��1 DESIGN PRO /SMOOTH PRO STUDIO 3. MINIMUM FMBLDMI.NT AND EDGF DISTANCF EXCLUDE WALL. FINISI ICS, INCL LIUING BUT NOT I IRA-. TO STUCCO, FOAM. BRICK VI:NF.ER, AND SIDING Nu1neENI1 O ( ) ttcllLI]61d 1tit'f1. mm NON -IMPACT z� H '�n4,� 4. INSIALLATION ANCHORSAND ASSOCIATLDIIARDWARE MUST Or MADE OFCORKUSIUN R LSI:TAINTMAfLRIAI CIAHAVI. A CORROSION AT S11 I AN 7(LULING. AND SHAI,I,. BE INS IAl LED IN ACCORDANCE WITH ANCHOR O 4iyr wHl E? �Tcl 1 Id-wP ftiE.ILISIIRLi-WtM'.i.i,T 37 1 /a" MAX� FOR USE /N THE HIGH VELOCITY HURRICANE ZONE (HVHZ) - O.A. WIDTH =G ° w z rA� ;' =� •6 MANUI AC f URI N'S INSI ALLA I PUN INSTRk NT IONS. _.171/2" MAX. 37 1/2" MAx. Q tl,. 4l ✓� tL I6 d 3 S. FOkHOLLOW BLOCK AND GROUT FILLED BLOCK, DONOT INSTALL INSTALLATION ANC14ORSINTO MORTAR 3"ryp O.A. WIDTH JOINTS EDGF DIS'rAN(F 15 MEASUREO FROM FREE EDGE OF 61 OCK OR EDGE W MORFAR JOINT INTO FACE s11Eu DF Rtock. Cz a 3^Trr. O O rt Z 4\ g - Tc-,•Fro al ReprEg;cr- lrWe )ELD WFIV Cxp rate CllstiX'nar service _ G.n. IDTI• GENERAL NOT ES: sa �� Z z LAI . -- C. FDR 2X 51 UD CONSTRUCT ION. ANCHORING OF THESE PROOLICTS SHAI L BE rUt SAML AS FOR jX BUCK FZ o Q g "' a€ Adir _/hone/LrnIBII i/9r' I •i.l pnrtFSIM O =) x Q C ONCRE I E/MASONRY CONS I KUC FION. I® p O O Klnrrhtl'f7lls C1N. `_J /�I11 �C_UV)5+S-7JJt 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITII TI IE WF RENI FLURIDA BUILDING CDOC(FGCL INCLUDING HVH(AND HAS 6EEN EVAIUATFUACCURU1NG lU THE FOLLCEWIPI G: ::.._ z a CJdQ .R. L-,' W= I e I.INSTALLATION ANCHOR CAPACITIES TCTR PRODUCTS HEREIN ARC RASEDONSUBS1NATt MATCRIALSWRH THE FOLLOWING PROPERTIES: CIS z� O ¢ O CV (XIICY IIVI yaE_IIL' it lr_IaJ-W'111i,III ".� It} re RF•t4ecFTIY iti t•e ° IRS 2D2.94 ) _3 S- W VI W a � �, A. WOOD- MINIMUM SPECK ICGRAVITYOF055. H n CDNC.REIt-MINIMUM COMPRESSIVE 4 - Z. r1S=.IYP !Idd s`./Phone/[mall 2. ADEQUACY OF THE FXISTING STRUCTURAL CONCRETE/MASONRY UN 2X FHAMING A$ A MAIN WINO FORCE ` � 5 RESISTING SYS ILIA CAPABLE OF WITHSTANDING AND TRANSFr RRING APPLIED PRODUCT LOADS 10 THE i a'n '� 4 O OF N lP i 4 O_ J $(NEN6TH UI 31100 P51. � D C. UROUr-FIT. LED CMU- UNITSTRENGTH CONFORMSTOASTM C- V InI MINIMUM(OMPKESSIVE STRENGTH OF 2000 F'S1 AND GgOU I CONFORMS TO AS f 476, MINIMUM WO O � E-`�- 1 y F;:I I_A [�. JI �. FOUNDATION 15 THE ALWONSWILITY Or THE ENGINEER OR ARCHITECT OF ACCORD FOR THE PROJECT z ] 2 N INSTALLATION. .�' N Y 3 O m ., 5 L5J GHOUL COMPRESSIVE STRENGTH OF 2000 m Q - PST. p1 D HOLLOW RIOCKCMU-l1NIT57RF.NG'IH O O = p. -ut-,atp.yry `,wiT iffl F:'.tHlrlr f rAcir AsgemhTFF. •-' n •5 QF �'L' E ® .f 'IHEINSFALLATION DFTAIISOFSCRIBF.D HEREINARf uENERIC ANCr MAYNOT RFfIFCT ACTUAL(DNDITIDNSFDR m~� V Z `• s j) S z < ACTNE z OC d. CONFORMS TO A51'MC-'JU WITII MINIMUMCUMYNFSSIVF STRENGTH _Z yQ, OF 1000 P51. l'),. V 9 TJ 3 P z Z z Q A 5PFCIFICSITE. IF SITE CONUIIIONS CAUSI INSIAITArION TO DEVIATE FROM IHF HFQUIREMEMS DETAILED HERLIN, A LICENSED ENGINEER On AROIOECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FUR USt WI IH I HIS -'s = = ® ACTIVE i 3` ! A K' -g �' z 5 `� O F < A SCE $HCL-TS G AND 7 hOP MORE. DEI Al15 Oh tllf INSTAl1ATI0N IIh UUInEMFN 15, INCLUDING ANCHOR `3" O e LOCATIONS, COG[ DISTANclS, EM6fDMENTS, AND SHIM SPACING. LL F. ftEMPHkS BY DATE l.rp'Tpl tl'li_n Nli+thr�d FVOIUatlor, R;port tr1M a Flx'Id.1 PaglSteY,�1 F,riJ'IiYei'.t Vf i I Irkrn :6d TCOCUM F.NT. > O S p - O? i / / Xa4na ^III, Snukl-PelntLcrk GI /t9; I4 REMARKS By DATE FIiA'Ii f,3 PrnreS';lOnill EI III IEiS - 4. APPROVED IMPACT PROTCC:,IVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT z / d 9, 0111ONALLY, ANCHORS CAN BE PLACED IN NARROWSLCTION OF HEADORJAMD AS LONG AS MINIMUM E f EN ANUFbGF DISTANCEARt ACHIEVED, Es/iN I LV51U3tIon Report- I a-dccf-y Received RE51S I ANCI- f CONFIGURATIONS AND FLUSH-- F-'Crldn FngIrC,,r r C Tltact ka-re whG Hermes F. 'bre-c, P.E. 5, 6-PANEL DOOR SHOWN FOR ILLUSIRAdON PURPOSES. ADDIUC)NA1 PANEL DOORS ARE QUALIFIED. ANCHORTABLE F'I.r._Ia LJ C'_r1Y_ PC-7J7/?{ H497 RA MEETS WATER IIf All R. i AT WATER IAVI PRESSURE (WIN) OF AFj P$F.x'I'vu 6, NOTE: AE -SILLS REMgIi II xG SILTS NOT RATED FON WgTEN.', L-�nA'Ili)N. IF AIITFIONITY r1AVING JURi501C rION RCOUIRfi THAT 1 4 � ° ! 4 _ a A .wwmmx ne . .' xMF - Will" DOORS 80'WORS Al A2 B i;a N, Q-1it As1j C,-elltlt I'JJLIx,uIFkTeJ1Ld(I'_R1dindMraII1JICITICrllL1S)iI.I.1(.: Y V J PRODUCT MEETSTHISRFQUINF,MENT,PRUUUCISKALLBEUSLOW11ENINSTALUDAILOCATION PROTECIEDBY TYP,ELEVATION I TYP.ELEVATION2_ 5 OVERHANG SUCH THAT OVERHANG (UH)RATIO =OH LENCsIH -UH NEIGH 115Il1.0 m'n,-Fwr a'ooaxmr* 1/� ♦ S S N / `- - ANCHOR TYPE ANCHOR SUBSTRA FE MIN. MIN. I TYP. ANCHOR LAYOUT SIZE EMBEDMENT OISTAI7CE MAX. O.C. NW. D.C. —1itV A5SI„F-Yl F f 'r10.1, ['HJ IC'3L On DaTE' 11/J1/'(J1t V.JII 1JLwl eV Lod—E -WdHI IJ �1� H' - VI_xJ V�I'JtllJC rl I , kl'.;t H7r --- NOTE. DOORS SHOWN ABOVE IAAY BE LEFT ��' P., U % •• �'i Z• V\�/� 1 C) i 'N 7 ❑ r1'SY/ - < SPACING AT SPACING AT MARS JAMBS -__ ._ _ _.. .. — ___.. NUIE. .. JX WOOD BUCK NO ANCHORS NEUUIREO AT THE SILL FOR SINGI F DOORS (X)ONLY . WOO() SCRFW p10 11/]" 3M' 17.1/)" 11-1/4' E/CMU -ll S♦SSY F ♦ \�� 0 r� S♦♦ Q- ••' •1'i CL ' �.Z: ,454 j.P ' .N / O i l'I_\J E�H*I h'' Try ICI I�nre R IT, IT, F1, I:a_l.L-1T 7W -:I11 i 11 OR RIGHT HAND OPFRAI'ING DOORS. •.^61F•.�.71Y Cu ( IIW IAV(:UN 3/16" CONCRETOR is/4" 1/)" I)-1/]"-- l/A" -- k C _ ' �Yr'nt '- -?.F'dY __._.__ � f O.(S '.;SL C7R'ION;' 'L •. (C '• N� ♦♦ S,AA3k.IM1 ♦ --- __ Ik: HcnuLIl(ncON 1/4" r 1:1/A'['i+Nc CTNC AND ACTIVEOOH4NlL�IK - .. �-- --^`. �HA 1 1/ T/T 17 1/4" Y, AI, D `, (M„MMF;� �S �TF/CML' :S INTERCIIANGFAPLE It/A^_cMu .. _ _ -----'---'__- �S ,•` •"' GN2 '`� /�'N'�l";�Xk`♦ F/."J Fox• 1,+. 1 Y_11 1--+- 1 :Vi Ili fFrY (r,t tit��i I'1 �aI 11 Y4,�Ii _IifiNl". _ / lU" 4N/N'ENTATION IrW lAl'CON f lfi" CUNCIIETE/CM II 11/A" 9'• TAandal'Fl TABLE OE CONTENTS - - _.�/_ F.II.I V.YIH ..nfGT-„ilrt�ay-nia-dF C.rtlred BY Flcrl7a Llcen.ej F"ct~rsslunal Erlgln�I I Ar. 1.-,t F11-11-_I�.I,'_Fr�;ll:'_.A:,II',1r.;4 FIT111 .��'I,.;' I't h•':---. '111--(i^- -Ij�Y SHEET 14EVISON SHEET DESCRIPTION ___. _._._... ... 1 A TYPICAL rI f'011GNS, DESIGN PRESSURES, AND GENERAL NOI E$ __. . _— - - -.•_ 2 A FyPXAI ANCHOR I MONTS AND NOTES 3 B OPTIONAL. J.XE I/ ANCHORING DFTAII SAND QUALIFIED SKIN PATTCRNS --- --------------- -' -- - Nj nsx7 7 PfH SL- i � DFTAII UI ur HH Ir QTIi CzYz3� _ MULTI POINT SHOOT ROIL DAI k: 02.05.14 _. DWG, Y' CCH•K y/Y DaTI: 02.05.14 DWIi. ` C- +TIT n t (:',rJi MAX. OVERACT DESIGN PRESSURE(PSFI 4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE GL JM SS/MSS -- - -- PIATF LOCATION 1- Y' CHK r GL JM 55 MSS ----"-' --------'-' G CONFIGURATION - IMPACT 5 A HUKIZVN IALAS'IEMBLILS_GLnLIN(x UtlNl INSWING RATING SCALE', NTS - -- LI IAILH2 (Rl1 PLATE SHOWN) IYP.)..PPf----'r-1 D2 -' SCALE. NTS -OUTSWING T 6 A WOOD �UBSTPATFS POS. NEG. POS. NEG - DwG a: A010861A IK)R •Hrl()T MULH POIN I SHUDT ROIT MILT —..�, 1'TATC LOCATION IIDPPI. -1 DWG,. A010861A SHEEI: OFB ^ SII[ET: OFBgFIF%oval LIDIHNEIGH CONCREIESUBSTRATES X G A 6Y 65 65' 6S NON -IMPACT A CDMPONfNI . a RILL OF MATERIALS X a D' SIT SU so so NON IMPan � rt)INn')117A A IL SECTION VIEW O HEAD SECTION VIEW — Mc•Lh:_d N1etI1L'J 1 UpL1ur I CE 'SLLGLNLRALNOTE 6, SHEET 1.fOR WATER INfILTRRIIONAPPPOVE051LL5. 1 U_Ito `_u �r IIILtr_*J IU/U-/-'C17 Fate Validated 1'-??_'!'C17 Date Per-drlq FEC A�Tov.il 17/C21tC17 41/1"IYP. 41/2"TYP PRl VAPI R bY: U IN DROPS, IBC mew^xn.u'ew.,.A.ue +x ,9Nllnr.4 aI"wr^ .•. HINGE SCHFUVLE HINGE DEIAh At JAMB: _ ELATE 49%2-1/2'PM XREW NEXT TO WEATINERRRIP DOOR tIC+GN7 Q114HTIlY - 3 �+ , .,, B•-0" d .. ___ PREPARED BYJ/\� . l� U BUILDIN( UHOPS, INC. RiaVx kx4 HINGE SCIIEOl1L€ HINGE UCTNIAT I,',.MD . - - PL4CE lD X 2-1 2" I'I H SCREW NEXTTO WFgTHENS"r HIP DOOR FIEIGHT QUANTITY fi'H" R •."' .' - -'- \ __ 80 4 PNYPANFD BY. U BUILDING DROPS, INC. ,re r.pu.w Area euL.nr Fv BfKA °o 1 . f^-1+ wl 1 1/2" OFFSET 1 1 m SL730 SL130, LEFT 9L130, RIGHT 51230, e'O" SL130, B'0" tk, (� .\` \ INIENIDF INITMOI % `' -- kNikNl[1P It11CHk1R �\Y // /� 1 O a SG J_ o Y V a n � F y r _ �O O S i /i \ '/-1 W9X2-Ii1"PNIII ITS Q j w n a` `�_�J pa W '� �zq` N O O= Q Z Q0 y "�': / \ FLATHEAD WOOD SCNEW / \\- --_ --_� -3-a9X3/4"PHILLIPS C� i ti � 1-rr4X 712"Ph' ,i -�\ 11ArHtAD WOOD SCREW g? j _�. \, OZ QA Q 17 Q CD Y' S O_a Ci O Q �" ?" r �'1 _�� FLATHEAD WOOD SCREWS EXrERIOR CxiFAION \N �4 99 PNILLII'SIA'fHCAD WOOD SCREWS F- `r Z N z' 5 O Wa �" 4 ' r •-• q \ \ ' `rIATHEAJD W0005CRL145 C'--S CKi(AIOR FttFpn� f- Fj �s _- FUR b' a" 1? USE 1/4" LENGTH USE 1' LENGTH a a HH ;. \--4. u9PHILUI'NF[ArlILADW000SC'REWS 11 USE 3/4" LFNGTH FOR 6'-9" DOORS Q ca Lam: F F TOP 8'-0" [pGRS GRS LOCK Z USE 1" LENGTH FOR 6'-O" DOORS ca (;]' _ J JAMB _ HINGE JAMB _ C5 OUISWINGSIOWN-INSWING SI M(lAR OUT$WING SHOWN - INSWING SIMILAR r; 1 LOCK JAMB 3 HINGE JAMB { OUTSWINGSHOWN �5 REMARKS 6V UATf — SL120, LEFT SL220, RIGN7 SL300, LEFF SL300, RIGHT $LG00 INSWINGSIMILAR OLRSWINGSHOWN-INSWING SIMILAR 5 BY DATE '7Y}s,�� ES�TYP. ANCHOR LAYOUT QUALIFIED SKIN PATTERNS �D"IIVWA4 W'GM 41NgrRIMDCXNY AmApA iKI, .XmvN - HrL4 RFMARKS RFMARKS A 4°�xr�rlxa9Hn.4rtaio _� _ ^ V/7,;1 --�.BII,MxIn-YNpIIwJ r:� fi/19/:4 _ RY RATE ADA,IC MUUr PFI,l --- RL - )Nll4 - .25UA:.DIP -- DIl, .UHT 030r.0,U 5-R9X1 RJq"PtH 1.1-XB%73/tl"PFH (�»"UNIISI -S-N9X 212'PFH W/HART) ART. 3 .;,FA_ tH / SS- Otl % ] 3,'A' PFH t6'-0" UNITS) 6'-9"8 A'-0-UNITS W/'SINIKF HAADWAPE WJ STRIKE HARD WANt ( I COMES W'HARDW'APC 1 MPL STR{KC PLATE. 4MPl5l HIKt !'lATCS lxxuu..� 4-pA %1 R/A"PFH WJ 9 � N9 X ] 3/4° prli t R - NA)( 1 RJa" PER j6'a" UNITS) 1/1112"PFH S-ns X21/2"PFH W/HAROWARL 15-a8X13/tl"PFH (R'-0"UNITS) SI'i11:E HAROWARC 7 W/$iRIKE HARDWARE 6'-8"&8'-0"UNITS) COMES W,J HARDWARE 1-MET STRIKE PI ATE ..• 'iTR7R6nIIFII 'x " ^xo,w"xmm,m'remul"wx.e.nrwl •'^ .Inxw nu, w'X _ yCpalm<-+Mwxouuxe�x WS 11/d"MIN.EMnLU IYP 1 .L"I" _ 4 - 21 .� 1-RUNFORCEMENTPLATE /m NICETY a7S12?96 x ^Av�pP a)'ner usrv. Exorrc w^xi n♦SS `A-N]PL SfRIKC PIA'Irs 4-Rfl X13/8'PFH �'- 21 _ -- _ A4 Y / ♦SS F l I- f TYP. GROOVE DIMENSIONS t' �SLt TABLE f 5`----f-.. •.:. h,P I %,1xEsNUNPORLFMFNTPIAIE FryV�� F `.r�.'V1�'ICL' SO N 73 :*-��(^U9F_`"•+�U�% - AIA y(. w ~ 72 � xtFRIDx .� FKTE0.1Uq /6 i f'. _ - ._.._ - �/ ` k% SF Z/'i CAE ...r, �p1� - N ��j J HOPPE u251a296 rrR1DR XrmIGR'/ 1 P �~ /�� -... ,.., / i_ ,_., tII '�' �Y`X c F, '♦♦�� O/�'w \, t'"7. '�U - •Ni •-?T (�' L ZX BUCK ANcNcn TABLE w6 l L.7x wo0U MOC✓NSTALL "2X WOOD DUCK ANCHOR I'FH BAY ANCI IOR TABLE b 8" DOORS 81 DOORS MIN. EDGE MIN. CLNIkN 0.NCHOP MIN. _ ANCHOR TYPE SUBSTRATE LIST, TO TO CFNTFP SI7r EMBEDMENT 2X WOOD BUCK INSTALL. suesTRATE DISTANCE MAX.O.G MM.U.C. �` 2X WOOD BUCK INSTALL. -- w SPACING AT SPACING AT ACING Fad dCiHi%}HRL1(( U'C^K(., .•.•DF' �`. ' t fat ,�4tG % S S ,w.I ttrL�irL "- 'xrr ., .0 x.•v.lww.n m,r ' .NrENK1N NTEAIOR - _-- _ ---�_.-- J ff ry T 4�`' J p!' (% •-S' /t"/f�: n .SS iCl((ki) kl F ''... N= ♦ (J' � a\S♦♦ _ �j/� y1I- INTERIOR INIkNIUH N *•• *� �l p •' // Ol � � P' V •'C/ � �� SC l�' ♦ Sip• wF ww JAW JAMBS "�// 11 DATE o2.os.ia DWG. P CHK r: GL TJM SS�MSS 11W IAPCON I/4' (r]Nt XI II/CMU l-1/A 21/[" a" '•' - __ aN. / LN,A NOTES: 3D1/A' -- lLt:0 1111 NAC(IN I/4 «]N[PI IE(LMII ]Ira rMU I• <- ,5' - _ 4 ROCKWELL MULTI -POINT LOCK JAMB 5 HOPPE MULTI -POINT LOCK IAMB 6 HOPPE MULTI -POINT LOCK S OUTSWING SHOWN -INSWING SIMILAR t_. 11 _ /4 ROCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI roX (Fx' awtle3,uE�m'».:ve 02.05.14 1 2XBUCKISNOTFORIrGTA"IIUNAT IU, "- -' -®--- -- -'-- - - _. fA E. NTS OI/T$WING SHOWN -INSWING SIMILAR -. S $ TOPRFINFORCEMENTPLATE-ACRVEPANELONLY DATE: 5 -POINT LOCK JAMB 6 HOPPE MULTI -POINT LOCK CC OUI$WINGSHOWN- INSWINGSIMILAII �S OUTSWINGSHOWN-INSWINGSIMILAR Y: CHK Y GL%TJM SS�MSS 02.05.14 7, gNCHOHSMAYOESTA�,GcflED45SH0WNINULIAll9/3. ___ ICU UY2G.R:A010861A DWG. -7 5 TOV REINFORCEMENT PLATE -ACTIVE PANEIONIY DAIS: Y: C iK Y: TJM SS MSS SCALE'. DWG. GL SNFF. T. OF R T5 3 uwc.: xALL A010861A NTS OF A SHEET: DwG.0 A010861A SSHfFU OF8 5 , lx wobD BUCK MIN vxcPANERy - BILLOFMAIERUu 20t ROCKWELLMULT-POINT LOCK 21 HOPPE MULT POINT LOCK I I'ILWO DC)CWFIION MATERIAL .J W,I SILL SHOOT 30LT PLATE 42098911 mmARm AY MPnnxrO )X WOOD BUCK U tz InPT"NALI r UC,F GIST. SEE TABLE SN[C, =� ° CONI:AETE ANCHOR BUILDING DROPS INC. i4pk FINGO 1VINtr.O PINE 50110 PINE O 1 FRAME nEgD/+AMBs �--- O LAMINATCO VENTER BUILDIN DROPS, INC. M N I'OGf n SL WOOD ANCI IOR SkF Tnp-I-I-S I{IFtT7 °.� SEC TANI F ON 1.1 IT SIUCONt SUIT DING DROPS, INC: N I /' ,,fE'ARLf ON SHEET 2 ICI 5 C [� rTl BETE/ /. _ AtASUNRY ^ ,A` I wet _ w LUMBER O - comp SITEw. 2 (NUT IJ.11W H - wµvw a. M,Reroer'om J" Q fk iI r. /. — BY OT/IFR$ d 5 / 'Q rCONCRFIE/ / �` MA y, _- • W �— / RvoTHERs �1X WOOD BUCK I O L t zn�^ O - n� ,^, a IT, "J 3 (Aoro CU) 4 FNDURAZA1,45651 I H-41-1 , - C - - , AFCD 1 2_'97 IHAE. H - I D - w y`, o a S n � � `L n e b71 \� rD Z U 7S" 4 F. r1,t n A A.CO A-276/1'-2000 THRFSIIVI _- O R21, - MAX. EK WD(JD HULK WOOD nNLHJN 9ah1 - -- 4 O ;C� O�dVJ1"J_ ", i Sz�' O In - , sIM -CONC•Rgk ANCICIR '-' ^-CUNCR7F/MASDN,Y HYiHHCRS }' ,� O e( eaKS5l. hS E,^ AtCD 11497IHRFSIII,I D Y Fl R BETTY A-117 IIINrpllUln OHO° ® �• c s$ mla,•% ,�„ IF, IAALl ON 3111(F2 MIN LMBSD. QNQ 4 J IH }� SEE TABLE ONSHRETI K]IN. EN4BEU. %I:E I ABLE SHCET :? h _ SFFTAHLki- 2 2 - 9 LNULRA708L4SNSF ICA1111n _. .- o o IIANDI -- _ V 11UG T C ILL Q z i1 HEAD TYPICAL Z JAMB TYPICAL OPERABLE SILL --' �- C6 OUTSWING SHOWN INSWING SIMILAR 6 OUTSWING SHOWN -INSWING SIMILAR �(, / NSWING-NO ANCHOR REOUINEU oz z K - 4 y 1 HEAD (TYPICAL Z JAMB TYPICAL �_ ( OPERABLE SILL � - � OUTSWING SHOWN-tNSWENG SIMILAR H OUTSWING SHOWN O 4O w x z, L+'" 10 .. __ CNCUgn II(I AIXI non IIIRI'd101 n 7 — - 1- WLAD I[R:TPIP T LHPDIvhTNrLfNr6 _ "LLL ENDURA ZAIE4565F p l'-J O LL; I+'-. -INSWING SIMILAR \ /� INSWING- NOANCHORIEQUIRED ENDURA L11L4fi65F l7 U '?;; - _ __ ___ _ e H - - �^ o O 17 NUNCOMPItE)aION SHIM ((1) MAY INC) -UMPHSIIC �a Z v, O W q O N^I ----- -- I]ANDII e 33 (NOT US[UJ HO411 O C) SILICONE u•' SILICONE i--SII COAL .. $1lIlUNL F �" � ] /ND utl D) 1'> n10W t10IMTAN ATI ON CRCW W/11/ 2' MIN CMBLOMk. N I STkFI a I1� _ ILO -_ WNC 2F31 �'� ---- 5 ou netl Ann^iu M REMARKS nY OATI: 2X WOOQ BACK /x ww"BUCK -� �-' 2N W000 -,:K a v q n A n. A - a V a V CONCRETE/ - CONCRETE/ ._ 'I � � -�_ .y _ _v MA5UNKYMASCONON IYI _/CAH"HINGEII-TESCHEDULfAfIC[TM )CIS - - STF!`� _ _ 18 _ AWI SCT 10 KSCNILS4W Sit m R I I9 NWIkSPT OTnDNOL1 SERIES 7A0 STLEI 6 +'R � _ ._. - .. �._ O - REMARK$ A4J xCA r10.MY ,•an' v5 BY DATE V, ]rylr/]^ Mla,<: I, Mulr PwnitnY _ f _ - —. _ BV UIflLnS L^+- MASONRY gy"IHEr 0.Y O P iHL s MOTHERS :" NUCKW[IL ^AIII.IIPD NI IIJN IJr Ia( n/11^818116tl UNIT :II STEEL xOC _ u.•'".u"'"-�. E reY ^"� .x r •.^ °.rn..,.ep: [X Fxir 4,. Pe•P """" '- )�!i///, OPERABLE SILL OPERABLE SILL $` �' OPERABLE �) - --- -'- OUI$WING-NO ANCIIOAREOUIRED � INSWING--N04NCHOR REQUIRED (� OVTSWING-NO ANCHOR NLQu1RED nFCOJ-Z297 - � ♦:lie »�»Rxn w'°"•' x,en„w m+-sma'wlnrrcxx nw^'.w^N %q OPERABLE SILL - ._—� V OPERABLE SILL '7 OPERABLE SILL - Q L �� OUTSWING-NO ANCHOR HE UIRFD ` INSWING-NOANCHO200131 RED C WI'll MI a-P "'IN uue .nl TPn { lB/au wu uNn S I ... - _. HUPPt MUII 'UINt NAXDW4KL NL:w00 $If[L _ —.--.-- _-" HDPPCMUII-POINT IAUS110 I I PU DI nD —O H87P�1OR] SNI VY �:'w"i."• - k / ,; ♦'^SQ-��•"'J^'• �_ , 'n AF/'O A•276/P3000 AFCO N-497 - \-J'LIFYEFl7'/'i-- F,^r{y0 J &W¢k.i�'P� AFCD J-J197 OUT5WING•NOANCHOR RE UIRED 7 Q AFCA A-276/P-2000 AFCOH497 5nx k5 F, ll-Ri )I nUPPr Mu,I POINT UFn )SIIDDI BUTT NaIF ,H nN7NT421 r,TC[L -__- _ _.,., __ -_._-._. .-- -_. III 4RG G•'WJ'PG • © 77�, ' oIhIL yt :?+� - .�` SILKUNE $ILI(DNE v ST T F rr �pn •':(Ja1� � '� SS . ..� `R. /-SIIICVNE r SILICUNC f�_ - SILICONE 4 d / -tl ,�n,_� - ` 0 n 3T�T/E01- 2 ��9i URlbl`r'a♦. ♦^S♦♦ ,r) `/ -vl FRAME HEAD/IAMBS FNDl1RAZAIL45WF AFCO1-?297 /// v� \1-, LRICS. S_C BOM ABOVE ��) TIHRFSHOII) IHILLSHOLU ( fj� AFCU A-%76/P-7000 rZ21 HEAD SHOOT BOLT PLAIF �LH� -- _fir_ .1-- 1 _ \- THRESHOLD -- � � 0;�vS taV ♦p / ✓„tT, fXFfA'(„' AISSS ... . cy� f i _ 7%WOVU OLIO � - - x 1WUU tlUt x f , 15 ,^n rI„ v vw.v., �.M ,n ^ V n A - �- :-NCRFrE/ a L .Ix,..wrv�pw,nRax,A,.-,r_RADOCND x�ria � � roH I 02.05.14T- NA•ONRY CVNCNE(E/ . ...IDATE: - _ - g _ `r(5�� OPERABLE SILL _ OPERABLE ADA SILL O OPERABLE SILL J_r1 _ .. ._. MASONRY _ BY U711LNS BY DTI IFRS (g OPERABLE SILL '9 OPERABLE 51LL OPERABLE SILL C UUTSWING -NOANCMORREQUIRtD - //� Oj _--- .7 7 OUT ANCHOR REQUIRED L. -- ---' AFCO A-117 `--' ENDURA Z08L45USF �� UTSWING/INSWING-NO ANCHOR REQUIRED _._ -__ / ' -- r \ Af CO H 4.)7 THRESHOLD r a AFCO A-117 THRESHOLD ` 9 LNDURA ZOUL4565F , ��''I ENDURA HCI5000 ADA HEAD SH•�OT BOLT PIATF (RH) \, / ) < J Tn R[sHOLD ,- f rl RtrvlA �23 '--' `-- I UW:, Y ILK Y GL TJM 55 MSS - S(ALF NTS DAU 02.05.14 - --- DWS. ^Y. CHK Y UnTr OZ.OS.14 ---... DWG. Y rlll� y 'wl,IT A010861A ��' OUTSWING NOANCHORREQUIRCD \ 6/ OU GANCHOR REQUIRFU 6 INSWINGJOUTSWLNG ND ANCHOR RkOUIRfO l7� '- ENUURAZDBL456SF ENDURA NE15000 AF[O A-317 Gl TJM�SS MSS ENDO6nna5DDDADA GL�TJM 5S%IV15S_ - NTS __ o - - -- .,. .I. eFIGrYYall "' _7 : _ �`�'"�-'M1f-�^'-"""y� 7 I L S(A(L: NTS cFItH O[R UW6. a: A01o861A _C. Ow6K' DWG A010861A � �. _ _ a ,N' .. _._� � f. n•n," -. ITS• I---- 5Hr11. OEB SHEET: OFR p OPTIOAALLY, ANCHOR CAN RF PIACfD IN NAI;HJW 1 UVIIDNAII Y, ANCHOR CAN Br. PIACkU IN NARROW 41.,• ... ..I SECTION OF HEAD On JAMB AS I ON, i.` MINIMUM rMnrOMLNT AND EDGF NSrANCF n,l AlHIFVFD /'• 6 SECTION 01-HEAD OR JAMB A$ LUNG A: MINtIv1JM EMBEDMENT AND EDGE DISTANCE ANt ACHIFVF,,. — — —� -c 7TIT - -- ;( �j n81. A - N �J.^.t. :.r; f TIda51 ♦ �'. 1l' ,• Fla, '-_ -_ __ T �4�1',Y ,�. Lip. I..:.h •, - - __ - , r I W. 1 i <�^ IL, _ _._ ,1 I - I1"-1_IL ___ 1 11 , I I I A m ApplkaUun type Code version Anpliratton Shihis Comorellt.: Arcill Product Manufacturer Mldir r./Phonr/F-nlaII Authorized signature Technical Rrgxeseutjuve Addrese/Phone/Lmall Q,1,11i1y Atiaman(.e rLt pres„Iffulive A(.Idr esz:J Phone/Fnlall Category SuLX:a tegor y Compliance Mr_ulud ['.Prtfficatlon Agency Validated By Retrmnii Standard and Year (ot Standard) Equivalence of Product Standards certiflecl By FL1.0970 R7 All u1 iwr 2017 Approved JLLD WLN 3737 Lakeport Blvd Klamath Fall OR 97601 (800) 535 3936 fbc 1@)cld- wen.com Jdsuo Kalluila tbcl@)eld wen.com 1FI D WFN Corporate Custoruer Selvk:e '3/31 Lakeport Blvd. Klamaul Fdlls, OR 97601 (B(10) S3'r3936 cuulnrneruel vlceagentsplleld-wen.com Windows Slogle Ilung Certfication Mark of Listing National Accreditation & Management Institute. Naliulml Awedil pion & ManagPment Tnistitula Standard Year Ins 202 1994 wo I affirm that there am no charlprs In tfir new Florida Building Code which dffCWt my pinducf(N) and my prvduct(s) are In compliance with the new Florida Building code. Docinrlenldlion floor aprrovF l Fv.rlualiun (,I Vali(Li Erdity r.. Ycr.: r No N/A Product. Alynoval MelhnrI Method 1 Option A Pair silllrnitli-d 07/10/2017 i U_ VdlidduAl 0//10/'2U1/ Date- Pending I BC Approval Dull_ Appliovell 07/15/2017 -- --- - --- - - MASONRY 414• MAX. ° "° °" `"" (NCTL 210-3656-1A) 14 3/8" CORNERS 4 A O.C. MAX. I I I 1 L�• - M1N. d _ ENBEDFIENT 12 3/8' MAX 11/4' MIN. EMBEDMENT- 3 / SHIM MAX -I D.C. , SPIN SPACE MAX. >3) 0 SPACE. I 'aN ENIE d T2 ttn z �z• p c a.Nl 4 rt a IT i\ 7'• BE. CORNINGLICnNr n 1199 SI- _ GLAZrNG DErAu. a IYPICAI VERTICAL� a FRAME SECTION NOTE, (;sulk bet•tfn NS Ond OO.14nQ. - _ CORNING 1 11" C0 'F 1199 SILICONE /! • man TYPICAL HORIZONTAL FRAME SEC Ill NOTE C9ulk bftraen unit and aptning. -- - - -' -_ - GLAZING DETAIL- 3 1/4• AIAX p" Max Frarle DP IMPACT �-•---WINDOW WIDTH (SZXI" MAXJ___� -- SPACE52 swx 72' +50/-50 NM i V TYPICAL NATION WITH FASTENERS General Notes: • The product shown herein is designed, tested and manufactured to Installation Notes: comply with the wind load criteria of the adopted International Building 1 . Seal flange / window to substrate. Code (IRC), the International Residential Code pRC'„ the Florida Building 2. Use 3/16" Tapcon fasteners through frame with sufficient length to Code including the "High Velocity Hurricane Zone" (HVHZ) and the ponetrate a minimum of 1 1 /4' into the concrete (Min. fc -- 3000 psi) industry standard requirements for the staled conditions, or masonry (Conforms to AS I M C90). • All glazing shall conform to ASTM L1300. 3. Host structure (.wood buck, stud framing and opening) to be designed • Minimum nominal glazing: 3/16" monolithic or 1/8" insulated and anchored to properly transfer all loads to the structure. The host • Installation rnethods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record for • An impact protective system is required where wind borne debris the project of installatioi i. protection is required by local building code. 1 till 4 Fasteners are not required through the sill. • Maxirnurn sizes are buck / net sizes and do not include f1Zs q s� This schedule addresses oniv the fasteners required to anchor the product to PR(UE('I ENGINEBB DATE: achieve the rated design pressure and impact performance (where appbcable) up `ACC 02/24/2010 7■`�w.7 3737 Lakeport Boulevard ' \G.�N - wN ov - - ELy *. FjN Klamath Falls, OR 97601 J �•'i, SCALE. o the size limitations noted, It is not intended as a guide to the installation : b , . O `A Tetzlaff NTS (541) 882 - 3451 process and does not address the scaling consideration that may arise in different j N ��jj�� 7 . Xul by TITLE:wall conditions For the complete installation procedure, see the instruclionE * et � packaged with the window or go towwwjeld•wencom/resources/installatiion. 'o T r) Ai716VEUDVi Builder's Aluminum (4100) Single Hung Y' �` 4 i rran'ErT No,: Masonry Installation (52.125" x 72.00") This drawing and its contents are confidential and are not to be reproduced or ,,. �� F ("r GtaED�44• G copied in whole or in part or used or disclosed to others except as authorized by w mcnnnr" w. MnN rvM SAND I. UT1oN: tAo owG. Nil. v sHEF JELC-WEN, Inc. ��.j,NF 1pf,u'i�' t �� MY44n99 Venice Window Division 110D_NCit210.3656• 011 of 5 roll l=I^ Mu4;nr IJ1AFJa/n A' MAX. FROM CORNERS V L1/4" MAX O.C. SPIN MAX. \ \ SPACE 1 lamrurt DOW CORNING '-Yt- "" SILICnEIE GLAZING DETAIL IYPICAL VERTICAL FRAME SECTION NOTED Caulk ("ftreen unit and openin0. yN. DOW CORNING - 1199 SILICONE : // / aAntjlrtS GLAZING DETAIL If4• NAX m a. WINDOW WIDTH (5216" MAX.) • I he product snown herein is designed, tested and manufactured to corTlply with the wind load criteria of the adopted International Building Code (,BC), the International Residential Code (IRC), the Florida Building Code incl ud n the ' q e "High Velocity Flue i ' g ty rcene Zone" (FiVHZ) and the industry standard requirements for the stated condibons. • All glazing shall conform to ASTM E 131 • Minimum norninal glazing: 0/i 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. • Maxir-num sizes are buck / net sizes and do not include fir��,�1 11 gl 2z�i This schedule addresses only the fasteners required to anchor the product to �� achieve the rated aesign pressure and impact performance (where applicable) up �� G� to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different~ (\( a 7 wall conditions. For the complete installation proceduro, see the instructions *^ packaged with the window or go to www. eld.-wan.corn/resourcesAristallation. '' T This drawing and its contents are confidential and are not to be reproduced or q." copied in whole or in part or used or disclosed to others except as authorized by .t wiz 1d', A JELD-WEN, Inc. )j a4N fix- ruFFf�A}AUT:1'JD.ATx7JrCM12B 14 3/8" 4K' MAX. FROM CORNERS NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIN SPACE TYPICAL HgRi ONiAL I FRAME SECTION NOTE. Caulk betwen unit and optranp J SPACE Max Frarle DP IMPACT -4) 1 52Y' x 72" 1 +50/-50 1 NO r Installation Notes: 1. Seal nail tin to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to enetrat caret P rnn1 rn u of 1 �" i i Y lute the r wood framing - In (Min. - S.G. ( 0.55). 3- Host structure (wood buck, stud framing end opening) to be designed and anchored to properly transfer all loads to Ine 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 (hftp://www jeld-wen.com/newinstallationtechnoINy� for weatherproofing. 5. Window Includes a slip on aluminum 6063 T5 nail fin (typ. wall tlYuckness .050"). Nail Fin extends approximately 1.258" away from frame. 'AWECT ENGINEER :DATL 24/2010 Jay Liz �� i:�N 3737 Lakeport Boulevard w*+P+ E Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 - HIMD OY: TITr,t: ��` tDENT1FIFR No. 5;d MY44099 -- - - - /SIR pA. MIN. STEEL S UD 3 Thread ML, Tlraugn Q Stud -1/4' MAX 7" t SPACE MAX. iy_ DDv carwNG 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION NOTE- Caulk Mii unit rind opening pDV COINING Z � _ r199 SILICONE 8Fi / i GLAZING DETAIL 1/4• MAX $HIM SPACE UM-- WINDOW WIDTH (521111- MAX.) ---I V 4 TYPICAL ELEVATI❑N WITH FASTENERL, Gonoral Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Internalionai Building Code (IBC), the international Residential Code (IRC), the Florida Duilding Code including the "High Vclnr:ity Hurricane lone" (HVHZ) and the industry standard requiremonT5 for the stated conditions • All glazing shall conform to ASTM F1300. • Minimum nominal glazing: 3/;;' 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 requited by local building code. t 11111/ • Maximum sizes are buck / net sizes and do not include firi��a} afl s1 �7iz V ibis 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 k is not Intended as a guide to the Installation She' �C_ process and does not address the sealing consideration that may arise in different~ 7 wall conditions. For the complete installation procedure, see the in%tructiol * C 7 packaged with the window or go to www.tela-wen.com/resour>_ ,: installation ^ -0 T 4 This drawing and its contents are confidential and are not 10 be reproduced or �O�``�, copied in whole or in part or used or disclosed to others except as authorized by A 6L JELD-WEN, Inc. r c+rlLc Elf iMENiIL.1I i 7e Builder's Aluminum (4100) Single Hung Nail Fin Installation (52.125" x 72.00") n BA4too_NCTL210-3 %-J 02 Zell-tT 3 of 511 STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thread MIN. Through Stud-4 IB 8a. MIN. STEEL STUD 1/4' SHIM ,--,--SPACE MAX TYPICAL H❑RIZONTAL FRAME SECTION NOTE- Caulk b•ttten unit and optr*V Max Fri I DP IMPACT pu. 52 " x 72' +50/-50 NO �%-STEEL STUD 1. Scat Hall fin to substrate. 2. Use # 10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min. 18 Ga., Fy - 33 ksi). 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 61 nail fin (lyp wall thickness .050"). Nail Fin extends approximatey, 1 258' away from frai le. PROGEC-r ENGINEER: nATt 3737 Lakeport BoCllrvard 02/25/2010 • wN nv scuE, II ELD _WEN Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 ] D BY: IOENTIFIFR Ni. PLAM NA MY44099 VenIC Builder's Aluminum (4100) Single Hung Steel Stud with Nail Fin Installation (52.125" x 72.00") ANn 1 QEATTUN: rPD DY✓r. No.: 1111: SHEET 5 of 5 Window Division BAITZNCT(2to )656- A 01 WOOD FRAME >m 3".4)," MAX. 3 2 (NCTL 210-3651 FROM 14 3X CORNERS O.C. MAMAX. - N1N, o-- CMBEDMENT - 12 f I/4' MAX P Ct4 / D.C. I t �1i4' MAIL l 1/2' MLN. CMREDNENT-f SPACE / MAX. sNrN \ SPACE MSI. W... 1 two tt,c t\ ) Ir BOV CDRNiNG SILICONE � GLAZING DETAIL TYPICAL VERTigL 3 FRAME SECTION i NOTE Cautk Ix t•fan unit .,or opaNng. f LN•.. UDV GAINING t I199 S[LICOK f TYP_I�AL HORIZONTAL FRAME SECTION Ni Caulk bltrafn '"t and ope dr,g. r GLAZING DETAIL _. f ^ SPA j/ �"`E Max Frame DP IMPACT ---wilrDDw WIDTH cook' MAx.>--1 (D__ 52 " x 72 +50/-50 1 NO TYPICAL ELEVATION_ WITH FASTENERS 4 Goncral Notcs: --- • The product shown herein is designed, tested and manulactured to Installation Notes: comply with the wind load criteria of the adopted International Bonding 1 . Seal flange / window to substrate. Code (IBC), the International Hesidential Code (IRC), the Florida Budding 2 Use #10 PFH or greater fasteners through frame with sufficient Ienglkl j Code including the "Higri Velocity Hui ricano Zone' (HVH7) and tr'o to penetrate a minimum of '1 1/2" into the wood framing (Min. S C = industry standard requirements for the stated conditions 0.55) • All glazing shall conform to ASTM E1300. 3 Hest structure (wood buck, stud framing and opening) to be designed • Minimumminal noglazing: 3/le" monolithic anchored to ro n II [hic or 1/8" insulated, properly transfer iera loads to the structure. The host • Installation methods may be interchanged within the same- open ng, structure is the responsibility of the architect or engineer or record for • ArI impact 101ec'JVO system is required where wind borne debris the project of installation. protection is required by local building code 4. Fasteners are not required in the sill, t tllll/ '1 r I Maximo �-I i ., I •� 7 s zee are buck ; net sizes and do not include flr�9a �}�a::c �. 7, This schedule addresses only the fasterers required to anchor the prod', r;t to �� f i.1 0JECTENGINEER DATE achieve the rated design pressure and impact performance (where applicabie) up F 02/24/2010 3737 Lakeport Boulevard ••\ •.-N •' -- wN br. sEnl.r: DVEN Klamath Falls, OR 976D1 Inc, limnations It is -•.'�iM.�JT■ o size noted. not intended as a guide ro the installation T ; 4- O Tetzlaff NTS `� (541) 8t12 - 3451 ', ,N process and does not address the scaling consideration that may arise In different 7 7 / niLE: wail conditions. For the complete installation procedure, see the instructionscunr: packaged with the window or go to www.field-wen.com(resources!installation � p t $T�T, 9'F Anwbven'sr: Builder's Aluminum (4100) Single Hung O "'r..-,�rei�yrp, �� 4' w Wood Frame Installation (52,125" x 72.00") This drawing and its contents are confdendai and are not to be reproduced or , <` , rAy d E N ;yell R1In(67LCT No.: .1 I1In6ttii"t ", copied in whole or in pan or used or dsclosed to others except as authorized by � ot�,, , TuIE" er IDLNPLANT n n, rvnvE AND LOCATION: aD owe. Nr,. NrV: setae �`<<Av JELD-WEN, Inc. 1 ``�� r T D MY44099 Venice Window Division BA4100 NCTt210.3656- 01 2 of 5 iI 44^ MAX. 14,3/a" FROM w W M' STE4 SIUD O.C.MAX. 9+ ! . M""f "wSTtua /-O.C. 1 S"IM MAX. \ SPACE >n D I alllM DETAILI" SC�1 TYPICAL VERTICAL i = FRAME SECTION _ NOSCaulk e It O.d Pening. My "'id"IItsl u4• z - / 3AZING a7AIL v4• NAX �S 14 SPACE �--- WINDOW WIDTH (531L" MAX.)--� 4 TYPICAL ELEVATION WiTH FASTENER General Notes: - • The product snows herein is designed, tested and mariurac: ureo to comply with the wing load criteria of the adopted International au Idling Code (IBC), the International Residential Code (IRC), the Florida Building Code including the "High Velocity Hurricane Zone" (HVI IZ) and if ie industry staridurd requirements loi ttlu stated conditions. • All glazing shall conform to ASTM El300. • MInitTTUin norninal I' glazmJ /,' monolithic or 1/8' insulated Installation me -mods abo interchanged w ;tin the same opening. An impact prolective system Is required where wind borno debris protection is roquired by local building code. • Maximum sizes are buck / net sizes and do not include firys�a}t I Iql l 17 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 interded as a guide to the installation •y�C process and does not address the sealing consideration Ill may arise in different ; .'N 7Rpt� Y wall conditions. For the complete installation procedure, see the hlstrucbon� packaged with Ine window or go to www 6d-wen comhesources!installation 0 �T T tr-.AN1(.rryy��t��at�b This drawing and its contents are confidential and are not to br. reproduced or copied In whole or in part or used or disclosed to others except as authorimd by , J� "net"f4S; G Jf CLU-WEN, Inc �intin�in%a�Ja r.N . tN[T97nT STEEL STUD (NCTL 210-31 3 Thread MIN. Through Stud 18 pa. MIN. STEEL STUUD-SPACE SHIM I,N raw o-- NST vz• t TYPICAL HORIZONTA FRAME SECTION -NOTE' Caulk be<fetn Wt no W.,ing. Max game T DP IMPACT �52x 72"j+50/-50 NU `fTEEI. STUD Installation Notes. 1 . Seal flange / window to substrate. 2 Use #10 PFH sheet metal screws or greater through frame with sufficiont length to penetrate a mininulrn of three (3) threads boyond metal substrate (Min. 16 Ca , by - 33 ksi). 3 Host structure (wood od buck, stud framing and opening) to be designed and anchored to properly transfer all goads to the structure The host structure is the responsibility of the architect or engineer of record for uTe project of installation. 4 Fasteners are not roquired in the sill. HI"a1X•1 O s .ALE. Tetzlaff NTS A JVEo Av �U aTrnrtuia l Nn.: lUENTIFIFR Nn. P"ANT NAME me I MY44099 Venice Wini JELDWEN iani Lakeport Boulevard Itiamath Falls, OR 97601 (541) 882 - 3151 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.00") 1T10N' ffU rlW(: Ili.: SFEI 'W DIVISIOn 8A4100_NCTi910-3n56- 0.E✓: 01 _1 •. 7,x. I , Fub503•P.3 I n n I L!; Approval F •LI :I" I,•-1 -J 1 Io1 -.I.e Fclddord, VI U54/6 H (662) 52 J Jl L IA_, UUJ r Lu4'pTI J t _srrn lut I ,r TIT .•�I�f. -.I I�=L�I=II -P i. -I -I 111 t 1 4 '11 t- I. .. I II t III hh_thz I -. -.0: 'W .. r'•1I' =1 17 l.•r�... ,-I'Y RPrP. - - I tflP rVBIL ,. •.. ..I tl 1 -:, ;�Ir.ilh J E-L 1 - _ Iit I�xl aUIIy AI__I L__ ._. .31 15t, j e. FE J 119diepY F.eccll'o d t lndepEni ,-. = I.150T F1 -' ;I 2&,_0 •' nvl-Sofht .-,'-.tarld.7dor'.7 y( Year ASTM D 114 ?01 2 AS I M D2G43 2010 ASTM D3679 ?011 ASTM D635 2010 ASTM D63R - - ASTM E330 ASTM F--;7tO - ... Ai• I M G 3 `_J U 4U 2. I•. Fonda Lu.cN,l+;J lYofQ: IDrb El nlfnCOt 1-11 AlCI11t cl: ,r?!T1t Method I UpLIOn D 12/12f2U1/ - _ O / STAPLES 0.1 I O 2+• O.C. INTO mAMIND W000 FRAMING OSI(INTO INSrAIlm 0 24' O.C. MLE (TOR W0001 UN O.0 Maw / n4 C6) WSTN IEb LED OR T_NNL • u- o.c MAXlJt ' (INIC "IN.H M/MASOMl / � THgOUCN FASCM 014' D.C. MA% --STAMPS WST+LLED 0 VAX, (WTO WN FA INSTATED l %� tirw F. Ai ` .0 0) ' W000) W F-CNNAAE: SLOT 0 'A "'• CWtt1 W000) N ( j J{NANNEL B.OT I,;s14LI.Lu .I IEM AND n VAl1EY4 soFFlr- O /F c m (I oe. 14AN tIMU / S FANr f/MASONRY) l 5 oA T-NM a ta' J O.C.. MAx (INro mO Ert/_O..) /�\F CiuNNE)✓ 1�S 01 `'/ �F SOI ELT( 1/6" MAX _CMU ©J CIMMti \ -CONCREIE. --�� 161FA5 \_J-CHNJNG(7 ORE. CMU OR / (NOTE 1) 1/8" MAX. C.UW000 R (NOTE 1) 1/8' MAX. J DETAIL A DETAIL B DETAII. Cy FASCIA 1'-C'HANNFI, 2X2 waD BA FN 1 J-CHANNEL I` STOLES iNSrALLm U O 24' O C. wIO 2X FRANWG _ INSTALLATr SERFW. �J aAR61 ATMCIIMFM /STAPI ES IN$TALLEO/� / rAS wA SPADED 24• C) /�- / 0 a1• Oc Wro l� MAN. O.C. FRAwNa / STAPLES iNSTALLm O 12' 0C YAA (W10 Wool)) 7) J-c wNE ,, T-TIME a 12' S oc. MAX 'wR L _ A /150FIU�-I CONp1ElE/MA40NRY) 111 `f J-clwiNEl% �\ SwLrrs N>uLITD o_--`-�Sornr (jl �3� 1 D' MAX. SIAPLES WSTALLm All WOOD) N J-CNANNI �• J-fAMNHEt/Z / �:./ 2+ 0 C. MAX (IMO MOOD) IN J-CH4JND. SLOT MAX. 1/N" MAX. � I-CUNCKL E. CMI1 OR _DETAIL, D DETAIL E DETAIL F J-CIIANINEL ,I-CIIANNEI. FASCIA .I -CHANNEL NlTll, I, MINIMUM SPRUCE -PINE -FIR FRAMING ® 24" O.C. OR CONCROE/MASONRY FASCIA F3ULr)ING CODE RFQUIPEMrNTS TOR SLIRSTHATC MATERIAL MUST BE MFT. WAND BATTEN 1 U �SEMIkS INSI4DED / O l4- D.C. INTO O iRAYINC s . 3' WOOD SCAM (M 1 MACK SCREW, SATIEN ENEA irA(:NNENT FASTENER PACE) 7i MAX .0 `xjvF .' II R,.lar! My '...E • P E -n -11. KAYCAN LTD s VINYL SOFFIT - SOLID AND VENTED r° WITH SINGLE SPANS s INSTALLATION ANCHORAGE DETAILS o� GENERAL NOTES: -__ DESIGNPRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) 1, � w �-PRESSURE THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BUILDING COOT. BUILDING AND RESIDENTIAL VINYL SOFFYf ffiERIES INSTALLATION METHOD DESIGN PRESSURE NET FREE AREA NET FREE AREA as VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVI'IZI AT THE (SEE NOTE 21 (PSF) (SEE NOTE 11 (SO. IN./LINFAL FT.) (SO. IN.1S0. FT.) . _ - DESIGN PRESSURES SHOWN ON SHEET 1 THESE PRODUCTS WERE TESTED FASCIA / J-CHANNEL TO ASTM E330-14. STRUCTURAL TEST RESULTS BASED ON ASTM E330.14 FASCIA F - CHANNEL +66.7/-63.3 N/A N/A WERE DIVIDED BY 1-5 A3 REUUIHED SY THE BUILDING ODUE. 12" TRIPLE 4 SOLID , _ / - NO. 0623 SOLID SOFFIT J-CHANNEL / J-CIW4NEL 2. DESIGN PRESSURE (UP) RATINGS SHOWN ON THIS SI ICCT ARF BASED ON 10" F-CTWNNEL / F_CHANNEL +66.7/-60 N/A N/A t0 � r _ EAVE WIDTI/S IN SINGLE SPANS. SPAN WIDTHS AT 10". 12'. 14'AND 16" A.RE FASCIA / J-CHANNEL � n ~ A 4 SHOWN ON SHEET 2. +-68.7/-56.7 4.18 4.1B 12" TRIPLE 4 Flllt- O -vENT FASCIA! F-CNANNFI vl � 3 f 3. THE PRODUCT DETAILS CUNTAINEO HEREIN ARE BASFO UPON TESTING NO. 0822 VENTED SOFFIT J-CHANNEL / J-CIiANN0. F - 7 66.7 56. F-CHANNEL / 4.18 PE a. t e RFURMFD AT MOLIMO ARCIIITFCTURAL PRODUCT F-CHANNEL U z z� TESTING, T1410 EUEN / ROAD. YORK. PA 1740. rl FASCIA / J-CHANNEL /- 4.18 4.18 •I ADEQUACY OF TI {f. rxISTINO STRUCTURAL CONCRETE, MASONRY AND 12' I WPLE 4 FULL-O VENT ECO _FASCIA / F-CHANNEL +65. / 60 O L Z n F Q !- •, _ WOOD FRAMING COMPRISING THE ATTACHMENT SUBS IRA I E FOR THE N0. 0838 VENTED SOFFlT J-CHANNEL / J-CHANNEL + - SOFFIT 66'7j RO ? u v a Cl " SHALL BE DETERMINED TO BE CAPABLE OF Ill I ANDING AND F-CHANNEL / F-CHANNEL 4.19 4.18 rRANSFFRRING O Q a It APPLIED PRODUCT LOADS TO T IAT STRLICI URE AND IS 7HE "' - - RESPONSIBII ITV OF THE ARCHITECT OR ENGINEER OF ME FOR THE MOTE 1: DESIGN PRESSURE RAI INCS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vold BASIC WIND SPEEDS. THUS PROJECT Y 0 y ZC } k. PROJECT DESIGN PRFSSURES AS DETERMINED FROM ASCL 7-10 BASED ON Volt DASIC WIND SPEEDS ARL PCRMITTED TO RE MULTIPLIED BY 0.6 PER THE t_w CURRENT EDITION OF THE FLURNA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE. OVERHANGS p RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL - - " -- - --- - - - - ADEQUACY• DAMAGE. CRACKS OR DEFECTS THAT MAY PRECI-UUL 111E NOTE 2: -SEE SHEET 2 FOR DESIGN PRESSURES AT 10", 12", 14" AND IS'. SEE SHEETS 3 AND 4 fOR SINGLE $PAN INSTALLATIONS FOR i E SOFFIT FROM PEHFUITMING ITS INIENDFD FUNCTIONS. SUCH DEFECTS TRUSS/WOOD FRAMING CANTILEVER AND OVERHANG EAVL CONSTRUCTION. SEE SHEET S FOR CONNECTION DETAILS. S' SNAIL RE ELIMINATED PRIOR TO SOFFIT INSTALLATION. � 15 > w z INSTALLATION OF SOFFIT AND ACCESSORIES Sl AS CORNER POST. - STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DUNt IN - ACCORDANCE W I I H I HE CURRENT EDITION OF THE FLORIDA IRI UW G CODE - BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTUR I'l INSTRUCTIONS. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER ON R4GISTERED ARCHITECT A. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH I HE CURRENT EDITION OF THE FLORIDA SLOWING CODE. 9 SOFFIT NET FREE AREA IN ACCORDANCE WITH 1 HE CURRENT FDITION OF 1 HE FLORIDA BUILDING CODE ARL SHOWN 1N THE APPROVED BOrm SCHEDULE ON SHEET I. Rulxvl J nmu„M., Pc -- -' - III MATERIALS: OF CONTENT TABLE ✓.L rlvHd r"D AW752 101 KAYCAN BUILDING HRODUGTS VINYL SOFFIT AND TRIM IS _ MANUFACTURED FROM A FORMULAI F.D PVC POWDER COMPOUND SHEET UESCRIPTION MEE TING THE SPECIFICATIONS OF ASTM D3679 1 GENERAL NOTES AND PERFONMANCL RATINGS 102. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM IS MANUFACTURED FROM ALUMINUM ALLOY WITH ASTM R F. ED TESTED TENSSIRENCTII OF 21 K31 2 INSTALLATION NOTES AND DP RATINGS AT VARIOUS SPANS AND YIELD STRENGTH OP 9 DB KSI. 3 INSTALLATION DETAILS, CANTILEVER CONSTRUCTION 4 INSTALLATION DETAILS. OVERHANG CONSTRUCTION 5 INSTALLATION UETAILS A THROUGH F B SOFFIT PROFILES 7 CHANNEL AND FASCIA PROFILES / SON / SOFFIT SCHEDULF TRUSS/FRAMING CANTILEVER SAVE CONSTRUCTION _-SPAN 'L" ---_ SPAN "L' 'AVE AVE WIDTH %\\\ (RE OVERHANG) I�d ---IT \�\ SOFFIT SEE DETAIL "A' SEE DETAIL 'B"- EAVE CROSS-SECTION SINGLE SPAN W/F-CHANNEL I•-C'HANNEI. FASCIA A (u' FASCIA END ¢.e SPAN "I -- - SOFFIT �--.- l-:LE DETAIL 'A"� SLL UEIAIL "C"-: SAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL, WALL. FASCIA CT FASCIA END CONCRETE, CMU OR SOFFIT WOOD SEE DETAIL "D"�~ SEE (NOTE 1) EAVE CROSS-SECTION SINGLE SPAN W/J CHANNELS J-CHANNEL L) WALL AND FASCIA END E DETAIL '•C- SAVE WIDTH (HOOT OVERHANG) SAVE WIDTH (ROOF OVERHANG) SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SEE SHEET 5 OR �CMIJ ORRL L. DETAILS A I3 C & D. CMl1 OR 9 7 WOOD (NOTE I) NOTE 1. MINIMUM SPHUCE-PINE-FIR FRAMING * 24' O.C. OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS FOR SUBSTRATE MAIERIAL MUST BE MLI. CMU OR WOOD (NOTE 1) ��9 --=JMS J ps/ OA4 2- <<� l-mil- DETAIL A q _ 1: TF)!F'LF 4 SOLIO SOFFIT VINYL - NO. 623 H $ 9t } E y„w gg m 373 3 t'7 U A04 i625- ...3.F25-- 244 r� � O IT r V I �U 1-y DETAIL A � ,7 ) lr 1 2 'I RIFFLE 4 FULL-O-VENT SOF F 11 - VINYL_ NO. 621 • �� - -DOZY _-- _. 175 49 3NS --166 11 � 038 i 6FTA(L A '" I I\'IPI F 4 FUI f_- 0-VENT SOFFIT ECO -- VINYL - NO. h: VINYL SOFFIT INSTALLATION INSTRUCTIONS L DP RATINGS AT VARIOUS SPANS INSTALLATION NOTE . DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS x I FAVFWIDTNS(SPANSI IT, TRIPLE 4SOLID/ NO.662TOLID SOFFIT 12"TRIPLE 4FULL-O-VENT ECO /NO.0639 VENTED SOFFITu W ' ; 1, 1, THE INSI ALLATION CROSF•SLGIION S.-SHt;wN UN Sr IF E1 S3 AND 4 DE PICT SING I- INSTALLATION Single Span Single Span INSTALLATION CJ s - SPANS FOR FAVF CONSTRUC I ION OF TRUSSAWOOO FRAMING IN EITHER -L„ DETAILS A THIRD F PoiitlVe Negative Length "L" DETAILS A THRU f Positive Negal CANTILEVER OR OVERHANG CONFIGURATIONS HOWEVER. THIS DOES NOT I NJI' AS MINIMUM(SHEET Le nRBI 5 SHEETS - SOFFIT INSTALLATION TO 11 IESF. CONFIGURATIONS ONLY AS LONG FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINFD. D g r. o F 65.7 -63.3 10 Dill 66.7 60,0 30 - A&BorA&C 6ti.7_ -Wo A&Bol 66.7 -0.0 17. SEE TABLEON THIS SHEET hOH SPANS OF IO". 12'. fa'gNO 1B'. - D&CorE&F 55.6 -52,8 0&CorE&F 55.6 -'J0.0 2. INSTALLANONFASTFNFRS 12 A&BorA KC 55.6 -SO.D A&BorA&C 55.6 -50.0 O F 47.6 -42.9 8 $ ? a 2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN D & C ur E & F 47.6 _ _45.2 14T HEREIN FOR RESPECTIVE SUBSTRATE. SLL FASTENER SCHEDULE TABLE ON THIS A & B OFA & C_ _ 4/.6 -42.9 _ A C _ 4/.6 -42.9 N SHETr. D&Cwf&F 4L7 -39:6 18 D a1.7 -77.5 y _2. MINIMUM EMULDMENT EXCLUDE WALL FINISHES INCLUDING BUT NOT LIMITEDTO 16 A & BorA &C 4]J -37.5 A [ 417 -T7 S r4 STUCCO. FOAM, BRICK VLNi-hR AND SIDING). EDGE DISTANCES ST TALL BE SUCH TO _ P+Lj X PREVENTIVE CRACKING OF SUBS I HA I F MATERIAL. 12" TRIPLE 4 FULL-O-VENT / NO_.0622 VENTED SOFFIT ' 23. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT 1AKL- INTO Single Span INSTALLATION J�b;r P ACCOUNT WALL IINISHES WALL FINISH THICKNESS SHALL BE ADDED TO THE DETAILS A THRU f Positive NegNlve 9 o m D x. 6 REDUIRPO FASTENER LLNGTHS. SEE FASTFNFR SCHEDULE TA13LL ON THIS SHLEI Length L SHEET SI 6 3.2X2 NVMINAL DATILN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE _ D&CorE&F 66.7 __-56.7 10 ii RFSPONSIBIL.II Y OF THE ENGINEER OR ARCI Jill OF RECORD. A&BorA&C 66.1 66.7 4. All FASTENERS SHALL HAVE CORROSION RESISTAN 1 COATINGS OR Br MADE OF 12 D & C JI E & f 55.G -47J z 7 1 1 CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MAI LRIALS. A & BorA & E 55.6 _ -SS.E - [ 1+4 5 SEE INSTALLATION MOUNTING DETAILS Al ILLUSTRATIVE INSTALLATIONS ON SHEETS 14 D &CorE & F 47.6 -A0.5 A1'• r 3.4 AND 5. A&BorA&C 47.6 -47.6 I D&CarF&F 41.7 -35.4 `V _ 16 All 417 -41.7 FASTENER SCHEDULE rw.r.Neaow-wont« <n MNN'';"A cwT Mor.nc OOB7" DIAMEILI: X CCITT L I I -1/2' 1-NAIL OR MASONRY 0-072" DIAMETER X WOOD 1-3/4' 1/4- 1 -'/4" TRIM NAIL R.AN4 J, AiroNfO,PE F.Aa H.L No 4dr-.1 16 GA % 7/I0" WIDTH- -- -- - - --- _ CROWN STAPLE I" MIN. WOOD 7/8 1/4 LEND IH YA . 3' Ri Wool) £CREW OR /a A S" FN TAPPING WOOD 1 I/2' S/8' SCRLW. 3/1G- ITW TAP(X)N CONCRETE i• 1_1/B+ CON(:RTTT SCREW OR MASONRY NOTE 1: EMBEDMENT RntihU ON NOMINAL LENGTH OF FnSTENER TMROIKAI SOFFIT UN OHANNFI INTO 'UI`MC VINO SUOSIHAtE W/O WAIT HNIS"HES. WI?Rt WALL FINISHES ARE I'NESLN I, Rlr JA`-_IUNER L vGTH Wt-L HL INCRTASTD .AS REWIRED TO MAWIAIN LMBFDMFNT DTI 'r,T ..PORTING SUB9INATF TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION ._-SPAN "L -.__.. ' • F.AVF. WIDTH `'-LAVE WIUIIi (ROOF '�� (ROOF j OVFRHANG) / - OVERHANG) I snrnTl /' SEE DETAIL "A'- SEE DETAII SAVE CROSS-SECTION SINGLE SPAN W/I -CHANNEL F-CHAN NEE. Go WALL, FASCIA(if FAN('TA END tt-_-SPAN "L-- �•I� CMU OR / CMU OR WOOD SOFFIT)WOOD (NOTE 1) SEE DETAIL%" - SFF DFTN1 "F"� (NOTE 1) n pp uE, EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNELS END .I -CHANNEL (S9 WALL AND FASCIA \ \ \-'•-EAVE WIDTH EAVE WIDTH I (ROOF '/ \"�I�' ,:' I_A (ROOT P` OVERHANG) OVERHANG) CMU OR ( __ CMU OR WOOD y , �- �` WOOD T SOFFIT-� (NOTE IJ / 40rrIT (NOTE 1) SEE DETAIL "F"= SEE DETAII "H'_ 11 k ( R( ISS-SEC_TiON EAVE C RO S.-SECTION 'ANG1,11 sl'AN W'/J-CIIANNEL SINGLE SPAN W/F-CIIANNEI, A 1I I'll I AN %I.I . uASCIA dl• FnSCIA FND F•CHANNEL O TAALL,J CHANNEL C, FASCIA END SIA. SI11 1,.;'I' 2 I�OR-TNSI'AI,LATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE PERFORMANCE RATING TABLES. SET: SHEET 5 OR DETAILS A, B, F. & F. NOTE I 11INWU4 SPRUCE-F,'., .AMINO 0 24' OC, OF, CONCRETE%MASONRr. BUILDING CUUE REOUIHEMLNI.> FUk SUBSIRATL All MAST Bf MFT. :0.093 0 79:? n.11;D 0. 18 75' 10? 6 1.499- 0,04r !,54 /2" J- CHANNLL/TRIM VINYL (No. 1100) 7 RO ! 112" F- CHANNLL/TRIM VINYL (No. 1 1 /8) BILL OF MATERIALS DESCRIPTION MAILRM. 11 ' SOFFR - SEE SCHEDULE ON "1 Er r AND DRAWINGS 1 ON 4HEFTS a WNYL 7 T CHµNEL SEE DRAWING ON SHEET 7 (SEE NOTE 10 ON :JlCil 3 J-CHNINR - Sl.F nRl 0 ON SALE( 7 4 FASC1n -- SEE DRAWING ON SHEET 7 ALWN 4 (SEE NO a oN SHLCI ) 4 5 0.097' OMWiILA k 1-1/7" T-NAIL ION CON(:RFTF AND R MASONRY SUE' HATES 4 0.072 OIrWETER X 1-3/4' IRM NAIL STEEL 7 IS JAA 7/le' Wll CROWN SI.PLE 1' MIN LEMCTH STEEL -- 9 08 3 FH WOOD SCRCN OR ! x S' : -TAPPING STEEL 1 J CREW JSEU TD MON BATTEN TO WlSTRUCTURF. r- 9 .66DM 10WITI MI CONCRETE SCREW, MIN. 1" STEEL NO4INAI WOOD BATT[N 5C U.42 MIN. W000 ! 25 VINYL SOFFIT AND TRIM SCHEDULF 4" FASCIA VINYL SOFFIT _ SMOOTH SERIES J-CHANNEL F-CHANNEL FASCIA ALUMINUM 12 TRIPI1 4 SOLID --- NO. 0623 SOLID (No. 9700) SOFFIT 17" TRIPLE 4 FI _ l- JLL-0 VENT 2 CFIANN 1 F-(`HA / CL 7 NN c EL 4 / AN IA N0. Uti22 VENT VIN YL NYL VINYL ALUMINUM SOFFIT NO 1100 NO. 1178 NU. 9700 12' Ih'1PIk 4 FULL-O- VENT I NO 0639 VLNIED SOFFIT - FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/ Phone/Ema i I 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 V 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 TechnicalQuestionsGAF c@gaf.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r 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 CO) Nieminen. 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 atarter strips for asphalt roof shingles. 4.3.7 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. S.2 I his 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 Va,d = 150 mph (V„l, = 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 V„d = 150 mph (V„I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM 07158 applies only to expusure category 8 or C, as detined in FBC 1609.4.3, arid 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 Fave/Rake Starter Strip Shingles, WeatherBlocker Premium lave/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: P, Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland squire minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/Z6/2016 Page 4 of 6 EXTERIOR RESEARCH & DESIGN, LLC. Certificate Of Authorization #95n3 TRINITY ERD 353 CHRISi IAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 F EVALUATION REPORT AX:(203)262 9243 GAF Evaluation Report 01506.01.08-1121 1 Campus Drive FL10124-R19 Parsippany, N.I 07054 Date of Issuance: Ui/o3/2008 SCOPE: Revision 21: 08/26/2016 This Fvaluation 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 5H' 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, P.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 IERD 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: G�` '.yob - g-q—_ O. Robert J.M. Nieminen, P.E. �Fs -` �' T heracsimllsw.Isppeanngwa:autho .edbyNobw th..m." serve as an electmn,cally signed ..;per P.E. on 08/26/Mli; This dies not Florida Registration No..59166, Florida UCA ANE19B3 docement. SIAn2d, waled hardcoples have been transmmed to the CERPIFICATIgN OF INDEPENDENCE: Pmduct Approvai Administrator and to the named client 1. TrinitylERD does not have, nordoes it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I FRO is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nierninen, P.F. does not have nor will acquire, a financial interest in any company manufacturing or distributing produrts fur which the evaluation reports are being issued. 4. Robert Nieminen, P.F 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 G.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 S30 Roof & Flashing Sealant". 11.5' Sealant 1- (292 nun) t' Sellanle (25 mm) (25 mm) Enduit d'etancheitE } 12' Neil (3us Tim) Clavo 5 8" - 7 518" Clouer 194 man) 12" i305 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 Polyuretharte Sealant or Henkel PL Roofing and Flashing Sealant. �e::•;i 1��1--!'• ::J i':li.', ..-lf„'':�et:�-C'�IL"s. r' e 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-R19 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: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building 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 torth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM 01970 2009 150/.2.5, R905.2.4 Physical Properties ASTM 03462 2Dc]9 1507.2.7.1, 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, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: gatnt Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal A -Ridge Impact Resistant IR 01/13/2012 PHI (iST5978) Physical Properties GAF-025-02-01 03/27/2002 PRI(TST 5878) ASTM D3462 GAF-059 02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02 01 05/25/2005 PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01. Dl/21/2013 LIL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM 03462 99NK43835 01/1.2/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL(ISi 1/40) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 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(fST 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.(ISI 1740) ASTM D3161 04NK30546 03/10/2UO5 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TS11/40) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASIM D3462 OSNK27924 02/10/2006 UL (TST 1740) ASTM D3161 OSNK27924 02/11/2006 UL (1ST 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,03462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161, D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TSr1.740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D31GI 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 05CA61148 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 D31b], D3462 07CA55908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-R19 Revision 21: 09/26/2016 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 / R905.2.6.1. 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 CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (847) 664-3281 END Of EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R21 Certificate of Authorization #9503 FL10124-R19 Revision 21: 08/26/2016 Page 6 of 6 TRINITY ERD Entity Examination Reference Date UL(1ST 1740) ASTM D3161,D3462 09CA10592 03126/2009 UL(1ST 1740) AS1M D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM 03161,D7158, D3462 09NK06647 08/01/2.009 UL(IS1 1740) ASTM D3161,D7158, D3462 09CA27281 08/27/2009 UL(TS1 1140) ASTM D3161, D7158, D3462 IOCA35554 03/05/201.0 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 05/15/2010 UL(1ST 1740) ASTM D.3462 IOCA07264 05/27/2010 UL (TST 1/40) ASTM D3462 10CA11953 10/29/2010 UL(IS11740) ASTM D3161, D7158, D3462 10NK11951 10%3U/2010 UL (TST 1740) ASTM D3161, D71S8, D3462 1ONK12070 11/04/2010 UL (TST 1/40) ASTM D3161,D71S8, D3462 OBCA06100 01/30/2010 Ul (TST 1740) ASTM D3161, U/158, D3462 IOCAS3934 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 D3161,07158,D346Z 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D34b2 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 IJL, H.C. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, ILC.(TST9628) ASTM 031b1 12CA38083 02/26/2013 UL. I I.C. (TST 9628) ASTM D3161 13CA 12332 06/18/2013 0L, LLC. (TST 9628) A5rM D3161 13CA37934 08/02/2013 UL, I LC. (TST 9628) ASTM D3161, 07158, D3462 4786875675 07/17/2015 Ul, I.I.C. (TST 9628) ASTM D3161, D7158, D3462 4787434542 0 ,/17/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, I I.C. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, I.I.C. (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, U.C. (QUA 9625) Quality Control Inspection Report, R21, Shaffer, CA 02/18/2016 UL, LIC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/20111 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, I.I.C. (QUA 9625) Quality Control inspection Report, R21, Mt. Vernon, IN 02/09/201 f, UL, I LC. (QUA 9625) Quality Control Inspection Report, RZ1, Baltimore, MD 03/01/2016 Ul., LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, L( C. (QUA 9625) Quality Control Inspection Rrpnrt, R21, Dallas, TX 02/17/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Ennis, 1 X 02/03/201G UL, I.I.C. (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. 4.1.2 Camelot", Camelot`s II, Fortitude", Glenwood*", Grand Canyon", Grand Sequoia", Grand Sequoia' 18, Grand Sequoia' ArmorShield", Monaco", Sienna", Timberline" American Harvest", Timberline* ArmorShield' H, Timberline' Natural Shadow", Timberline HD®, Timberline® Cool Series", Timberline Ultra HD" and Woodland" are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slatelinc� is a fiberglass reinforced 5-tab asphalt roof shingle. 4,2 Hip & Ridge Shingles: 4.2.1 Seal-A-RIdge1 Ridge Cap Shingles, Seal -A -Ridge° IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge" ArmorShield"Ridge Cap Shingles and Timbertex'' Premium Ridge Cap Shinates are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.01,08-R21 FL10124-Rig Revision 21: 08/26/2016 Page 3 of 6 METAL DRIP EDGE AT RAKE APPLIED OVER LNDERLAYMENT 15D ASPHALT FELT RWF SHEATHING MAIL nnERIIDR U NDERLA"WIT 8d NAILS 0tD4G3FWDO 6' O,G ROW SHEATHING NAIL 8 EDGES 8d NAILS tRDVGSHANO 4' MC. METAL DRIP APPLIED OVER SHEATHING LISE ONLY EN 31" NAILS TO HMA LNDERLAYlENT DM PLACE IINITIL SHDIM-ES ARE LAID ROOF UNDERLAYMENT APPLICATION TYPICAL FOR GW/LANDMARK SHOM1- ES ETC. 1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 1507. FBC, 2010 2. FOR ROOF SLOPES 242 UP M 4-12 UNDERLAYMENT SHALL BE A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWS- (SEE ABDVE) FBC 1507.3.8.1 3. FOR ROOF SLOPES 4,12 OR GREATER UNDERLAYMENT SHALL BE A MINIMUM OF ONE LAYER OF UNDERLAYNENT FELT APPLIED AS FOLLOWS - STARTING AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2' AND FASTENED SUFFICIENTLY TO STAY IN PLACE UNTIL SHINGLES ARE LAID, FBC 1507.3.8.2 4. DRIP EDGEf DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS AND OVERLAPPED A MINIMUM OF 2 INCHES EAVE DRIP EDGES SHALL EXTEND 1/4' 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 OF INVERTED SHDCLES 150 ASAY E)ff LT LIGERL STEEL PLYCL 8d IRS NA PLYWOOD NAIL PATTERN (ROOF) 15/32' CDX SHEATHING SHALL BE NAILED W/ 8d IRS NAILS 2 6' O.C. E EDGES AND 8' O.C. MAX. IN THE FIELD, USE 1/2' STEEL PLYCLIPS. METAL DRIP EDGE AT RAKE APPLIED OVER UNDERLAYMENT START THIRD COURSE WITH FULL STRIP MDAZ FIRST _ TAD — START SECOND COLIRSE WITH FULL STRIP MIIDIS LE TAB START FIRST COURSE VITH FULL STRIP ROOFING APPLICATION 1. ROOF COVERINGS SHALL BE APPLIED 1N ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 1507 FBC AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 2, ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES [IF 2.12 OR GREATER. FOR ROOF SLOPES FROM 2,12 UP TO 4-12 DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. 3. UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL 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 113462, 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. y FBC 1507.3.6 7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS FOUR i FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE, UNLESS OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM I13161 (MODIFIED TO HO MPH) OR M-DC PA 107-95. FBC 1507.3.7 'I Pit; �:.__ 1.. ._`�t -;L '-rrw'�:', , '` .- ' ° • I !'iv+R.1 OWE. 0 5?-gs- /gq,4Sr Y 6