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HomeMy WebLinkAboutCONSTRUCTION DETAILS & SPECIFICATIONSPROJECT NOTES Material properties of steel bar, plate, and sheet used in the fabrication of built—up structural framing members fl conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with RITAGE a minimum specified yield point of 50 ksi. Hot rolled angles, or other than flange braces, conform to ASTM 36 minimum. Hollow structural shaped conform to ASTM A500 grade b, minimum yield point is 42 ksi for round BUILDING SYSTEMS requirements and 46 ksi for rectangular HSS. Material properties cold form light gage steel members conform to the requirements of ASTM A1011 SS Grade 55 or ASTM A10111 HSLAS Class 1 Grade 55, with a minimum yield point of 55 ksi. Estab&bed 1979 The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and or any special inspections that may be required by the local building authority during erection (including inspection M B M R uau aunnwo u�ur.�m� Knox of the high strength bolts or field welds) as required during erection. The coordination and the costs associated for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. ACCREDITED° Design is based upon the more severe loading of either the roof snow load or the roof live load. AC 472 BUILDER/CONTRACTOR RESPONSIBILITIES Drawing Validity — These drawings, supporting structural calculations and design certification are based on the Loads, as noted, are given within order documents and are applied in general accordance with the applicable > order documents as of the date of these drawings. These documents describe the material supplied by the provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineer manufacturer as of the date of these drawings. Any changes to the order documents after the date on these declares or attests that the loads as designated are proper for the local provisions that may apply or for site drawings may void these drawings, supporting structural calculations and design certification. The specific parameters. The manufacturer's Engineers certification is limited to design loads supplied by an Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which Architect and/or engineer of record for the overall construction project. w, result in changes to the drawings, supporting structural calculations and design certification. This project is designed using manufacture's standard serviceability standards. Generally this means that all Builder Acceptance of Drawings — Approval of the manufacturer's drawings and design data affirms that the stresses and deflections are within typical performance limits for normal occupancy and standard metal building manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product stated in the contract documents. specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of This metal building system is designed as enclosed. All exterior components (i.e. doors, windows, vents, etc.) standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1) t b d ' d t 'th t d th Code Official Approval — It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Builder is responsible for State. Federal and OSHA safety compliance — The Builder/Contractor is responsible for applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. Building Erection — The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector. (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) Discrepancies' — Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) Materials by Others — All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans — The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design — The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods. and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 mus a eslgne o w1 son a specified wind loading for the design of components and cladding in accordance with the specified building code. Doors are to be closed when a maximum of 50% of design wind velocity is reached. Using Northern(7x7) eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual. Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 35 feet with the first downspout from both ends of the gutter run within 17.5 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 2.5 in/hr rainfall intensity. The rigid frame at line 1 is designed as a non —expandable rigid frame. Corresponding frame reactions are calculated based upon actual tributary area. FLORIDA APPROVAL FL11868.1 PBR ROOF PANEL FL11917.5 PBR WALL PANEL FL10294 WALK DOORS and A3) �-aG ST. LUC-14i)`N , B-u L-_nrNr' T.`I�; icTny ]RPVIENN,ED FO tiC REVI v1c ]DATE FEB�'JOB STBEKEP PLANS OR NO INSPECTION WILL BE NUDE. 1/2"0 A325 BOLT GRIP TABLE GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET THE END OF THE BOLT IS FLUSH WITH THE FACE OF THE NUT. REQUIRED ONLY WHEN SPECIFIED. MAY BE LOCATED UNDER HEAD BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. 0 TO 9/16" 1 1/4" F.T.PIGRIPWAI�HER Over 9/16" TO 1 1/16" 1 3/4" F.T.WHEN Over 1 1/16" TO 1 5/16" 2" Over 1 5/16" TO 1 9/16" 2 1/4" Over 1 9/16" TO 1 13/16" 2 1/2"HER Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3 4' NOTED ON ERECTION DRAWINGS / F.T. DENOTES FULLY THREADED Rev. 4/4/2017 DESIGN LOADING DRAWING INDEX THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS PAGE DESCRIPTION INDICATED AND APPLIED AS REQUIRED BY. FBC 2014 C1 COVER SHEET THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. F1 ANCHOR BOLT PLAN F2 ANCHOR BOLT REACTIONS FRAME / ROOF DEAD LOAD SUPERIMPOSED 2.270 PSF F3 ANCHOR BOLT DETAILS COLLATERAL (LIGHTS) 1.00 PSF E7 ROOF FRAMING PLAN ROOF LIVE LOAD 20.00 PSF (REDUCIBLE) E2 ROOF SHEETING PLAN RISK CATEGORY II — Normal E3 FRONT SIDEWALL SNOW LOAD GROUND SNOW LOAD (Pg) 0.0000 PSF E4 BACK SIDEWALL E5 LEFT ENDWALL SNOW LOAD IMPORTANCE FACTOR (Is) 1.0000 E6 RIGHT ENDWALL FLAT ROOF SNOW LOAD (Pf) 0.00 PSF SNOW. EXPOSURE FACTOR (Ce) 1.0 E7—E8 FRAME CROSS SECTION THERMAL FACTOR (Ct) 1.00 E9 WIND BENT ELEVATION WIND LOAD DET1-13 STANDARD DETAILS ULTIMATE WIND SPEED 160 MPH NOMINAL WIND SPEED(Vasd) 124 MPH (IBC SECTION 1609.3.1) SERVICEABILITY WIND SPEED 87 MPH WIND EXPOSURE CATEGORY C TOPOGRAPHICAL FACTOR 1.0 DRAWING STATUS INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 / 0.18 ❑ FOR APPROVAL ZONE 4, COMPONENT WIND LOAD 5 10FT2 THESE DRAWINGS, BEING FOR APPROVAL, ARE BY 59.335 PSF PRESSURE-64.363 PSF SUCTION DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO ZONE 5, COMPONENT WIND LOAD < 10FT2 CONFIRM PROPER INTERPRETATION OF THE PROJECT 59.335 PSF PRESSURE-79.297 PSF SUCTION DOCUMENTS. ONLY DRAWINGS ISSUED "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED ZONES PER ASCE 7-10; FIG. 30.4-1 AS COMPLETE. ZONES PRESSURES SHOWN ARE UN —FACTORED RAIN INTENSITY ❑X 5—MINUTE DURATION. 5—YEAR FOR CONSTRUCTION PERMIT RECURRENCE (11) 11.0000 IN/HOUR THESE DRAWINGS, BEING FOR PERMIT, ARE BY TERMITE TREATMENT REQUIRED - CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ALL MANUFACTURES TABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UM7L INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE cones, File Copy. DEFINITION NOT FINAL ONLY DRAWINGS ISSUED "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED AS COMPLETE. ❑ FOR ERECTOR INSTALLATION FINAL DRAWINGS FOR CONSTRUCTION. FOR QUESTIONS OR ASSISTANCE CONCERNING ERECTION CALL: 561-512-3230 MONDAY — FRIDAY 7:30AM TO 5:o0PM ENGINEERING SEAL THIS CERTIFICATION COVERS PARTS MANUFACTURED AND DELIVERED BY THE MANUFACTURER ONLY, AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS, FOUNDATION DESIGN AND ERECTION OF THE BUILDING. THESE DRAWINGS AND THE METAL BUILDING SYSTEM THEY REPRESENT ARE THE PRODUCT OF AN AFFILIATE OF NCI GROUP, INC. — 10943 N. SAM HOUSTON PARKWAY W., HOUSTON, TX 77064. THE PROFESSIONAL ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED BY AN AFFILIATE OF NCI GROUP, INC. AND IS NOT THE ENGINEER —OF —RECORD FOR THE OVERALL PROJECT. BUILDING SIZE: 52'-0" x 52'-0" x 16'-0" 4.0:12 DATE DESCRIPTION BY PNR DSN HERITAGE 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 BLULDING SYSTEMS 1-800-643-5555 EstaWshed 1979 PROJECT. ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM LOCATION: PORT SAINT WCIE, FL 34987 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 10DATE17 N.T.S. 1 A 16-B-18275 C1 A it O Dia= 5/8" 52'-0" OUT —TO —OUT OF STEEL 0 Dia= 3/4" J JLo G I I I D A q AT®�® ANCHOR BOLT PLAN®�• �; •�<1 NOTE: ALL BASE PLATES ® 100.0' (U.N.) ISSUE DATE DESCRIPTION BY CK'D DSN: ••: ASSUMED FINISH FLOOR ® 100.0' (U.N.) 0 10/10/17 FOR ERECTOR INSTALLATION PNR PNR ASM HERITAGE 2612 GRIBBLE STREET BUILDING SYSTEMS NORTH LITTLE ROCK, AR 72114 1-800-643-5555 .� • STATE OF PROJECT: ROBERT SANTOM ®®� • . � ®�`_ , • � a� CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM /ONAL LOCATION: PORT SAINT LUCIE, FL 34987 q6� ®0®11111 11 V�3 (� CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE ju 10/10/17 N.T.S. 1 A 16-B-18275 F1 0 n 1 2 3 4" 25'-8" 25'-8" 4" Field X—Bracing � I IE o ry y r r' GENERAL NOTES ENDWALL COLUMN: BASIC COLUMN REACTIONS (k ) 1. THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS Frm Col Dead Wind Press nd u c St AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS Line Line Vert Harz Horz OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS 1 I 0.1 -2.9 3.3 WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 1 H 0.1 -3.7 4.1 2. REACTIONS ARE PROVIDED AS UN -FACTORED FOR EACH LOAD 1 F 0.2 -4.0 4.4 GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER 1 E 0.2 -4.0 4.4 WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE 1 C 0.1 -3.7 4.1 REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND 1 B 0.1 -2.9 3.3 DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE Frm FACTORS USED IN THE FOUNDATION DESIGN. "MAXIMUM' Line 3. THE MANUFACTURER DOES NOT PROVIDE LOAD 3 COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD 3 REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER 3 TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER 3 DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN 4. THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF THE ANCHOR BOLT DIAMETER ONLY TO PERMIT THE Frm TRANSFER OF FORCES BETWEEN THE BASE PLATE AND THE Line ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT 3 RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER 3 OF FORCES TO THE FOUNDATION. THE METAL BUILDING 3 MANUFACTURER DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR 3 THE DESIGN, MATERIAL AND CONSTRUCTION OF THE FOUNDATION EMBEDMENTS. THE END USE CUSTOMER SHOULD ASSURE HIMSELF Frm THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION Line DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE 3 BUILDING, OTHER IMPOSED LOADS, AND BEARING CAPACITY OF 3 THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE 3 IT IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF 3 THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES, (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) 5. BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. UNLESS NOTED) 6. CHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS NOTED OTHERWISE a Wind Wind Col Dead Collat Live Wind_Leftl Wind_Rightl Wind_Left2 Wind_Right2 Press Suet Line Vert Vert Vert Harz Vert Harz Vert Harz Vert Harz Vert Harz Harz A 0.4 0.1 1.8 0.0 -5.1 0.0 -5.5 0.0 -5.1 0.0 -5.5 0.0 0.0 D 1.0 0.3 4.9 4.7 -19.1 0.0 -2.5 4.7 -19.1 0.0 -2.5 -8.2 9.0 G 1.0 0.3 4.9 0.0 -2.5 4.7 -19.1 0.0 -2.5 4.7 -19.1 -8.2 9.0 J 0.4 0.1 1.8 0.0 -5.5 0.0 -5.1 0.0 -5.5 0.0 -5.1 0.0 0.0 Col Wind_Long1 Wind_Long2 E2PAT_LL_1- E2PAT-L.L_2- E2PAT_LL-3- Line Harz Vert Harz Vert Harz Vert Harz Vert Harz Vert A 0.0 -6.0 0.0 -3.5 0.0 1.7 0.0 -0.2 0.0 2.1 D 0.0 -9.8 2.6 -11.0 0.0 5.2 0.0 2.1 0.0 2.4 G 2.6 -11.0 0.0 -9.8 0.0 2.1 0.0 5.2 0.0 2.4 J 0.0 -3.5 0.0 -6.0 0.0 -0.2 0.0 1.7 0.0 2.1 Col E2PAT-LL4- Line Harz Vert A 0.0 -0.2 D 0.0 2.5 G 0.0 2.5 J 0.0 -0.2 FRAME LINES: Tr T COLUMN LINE RIGID FRAME: ANCHOR BOLTS & BASE PLATES . Frm Col Anc._Bolt Base -Plate (in) Grout Line Line Qty Dia Width Length Thick (in) 1 J 4 0.750 6.000 9.500 0.375 0.0 1 A 4 0.750 6.000 9.500 0.375 0.0 V NOTES FOR REACTIONS BUILDING REACTIONS ARE BASED ON RIGID FRAME: ANCHOR BOLTS & BASE PLATES THE FOLLOWING BUILDING DATA: WIDTH (FT) = 52 Frm Col Anc.-Bolt Base -Plate m) Grout LENGTH ( = 52 Line Line Qty Dia Width Len Thick Thick (in) EAVE HEIGHT (Ff) = 16 / 16 _ ROOF SLOPE (rse/12) = 4.0:12 / 4.0:12 DEAD LOAD psf) = 2.270 2 J 4 0.750 6.000 9.500 0.625 0.0 COLLATERAL LOAD (psf) = 1 2 A 4 0.750 6.000 9.500 0.625 0.0 ROOF LIVE LOAD (psf) = 20.00 (REDUCIBLE) FRAME LIVE LOAD (psf = 0 RIGID FRAME: BASIC COLUMN REACTIONS k ROOF SNOW LOAD 1ps) = 0 ( ) GROUND SNOW LOAD (psf) = 0.0000 Frame Column ----- Dead -----Collateral- ----- Live ------ Wind-Leftl--Wind_Rightl- --Wind-Left2- WIND SPEED (MPH) = 160 Line Line Horiz Vert Horiz Vert Horiz Vert Harz Vert Horiz Vert Horiz Vert WIND CODE = FBC 2014 1 J 0.5 1.4 0.2 0.4 1.7 4.0 -11.5 -18.9 -0.2 -13.1 -11.1 -12.7 EXPOSURE = C 1 A -0.5 1.8 -0.2 0.4 -1.7 5.5 0.0 -15.3 10.5 -24.5 -0.3 -9.1 CLOSED OPEN =Closed 2 J 1.1 2.6 0.4 0.9 4.7 10.0 -22.7 -37.2 -1.2 -26.7 -21.6 -21.9 IMPORT CE -WIND = 1.00 IMPORTANCE -SEISMIC = 1.00 2 A -1.1 3.2 -0.4 0.9 -4.7 11.5 1.1 -28.5 21.8 -41.9 0.0 -13.2 SEISMIC ZONE = A Frame Column-Wind_Right2---Wind_Longl- --Wind-Long2--Seismic-Left Seismic -Right -Seismic -Long NOMINAL WIND SPEED Vosd = 124MPH(IBC SECTION 1609.3.1) Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert SERVICEABILITY WIND PEE = 87 MPH 1 J 0.1 -6.9 -1.0 -21.6 -3.6 -19.6 -0.1 0.0 0.1 0.0 0.0 -0.1 1 A 10.1 -18.4 3.6 -14.2 1.0 -16.1 -0.1 0.0 0.1 0.0 0.0 0.0 BUILDING BRACING REACTIONS 2 J -0.1 -11.4 -1.3 -37.3 -5.8 -33.9 -0.1 -0.1 0.1 0.1 0.0 -0.1 2 A 20.7 -26.6 5.8 -28.5 1.3 -31.9 -0.1 0.1 0.1 -0.1 0.0 0.0 Reactions in plane of wall t Reactions(k Panel -Shear -Wall -Col -Wind - -Seismic ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES - (Ib/ft) Loc Line Une Harz Vert Harz Vert W nd eis Note Frm Col Anc._Bolt Base -Plate (in) Grout L-EW 1 lh� Line Line Qty Dia Width Leng h Thick (in) F_SW A 1,2 a R-EW 3 D,G Bracing, see EW reactions 1 1 2 0.625 3.500 10.00 0.250 0.0 B_SW J 2.1 9.9 s 0.2 1 H 2 O.625 3.500 10.00 0.250 0.0 WWind bent in bay 1 F 2 0.625 3.500 B.000 0.250 0.0 Rigid frame at endwall 1 E 2 0.625 3.500 B.000 0.250 0.0 1 C 2 0.625 3.500 10.00 0.250 0.0 'See RF reactions table for vertical and 1 B 2 0.625 3.500 10.00 0.250 0.0 horizontal reactions in plane of the rigid frame. 3 A 2 0.625 7.000 10.00 0.250 0.0 3 D 4 0.625 6.000 10.00 0.375 0.0 WIND BENT REACTIONS 3 G 4 0.625 6.000 10.00 0.375 0.0 f Reactions 3 J 2 0.625 7.000 10.00 0.250 0.0 -Wall - Col Wind(k j Seismic(k) Balt(in) Base-Plate(in) Loc Line Line Horz Vert Horz Vert qty Dia Width Length Thick ANCHOR BOLT SUMMARY F_SW A 1 5.0 6.2 0.1 0.1 4 0.750 8.000 12.625 0.375 Dia Proj F-SW A 2 5.0 6.2 0.1 0.1 4 0.750 8.000 12.625 0.375 Qty Locate (in) Type (in) 1�H yH O 24 Endwall 5/8' F1554 2.00 t V V i8I 86 WindCol 3/4' F1554 2.50® BAT ie moo® ISSUE DATE DESCRIPTION BY PNR 2612 GRIBBLE STREET DSN HERITAGE •® ' ' . 0 10/10/17 FOR ERECTOR INSTALLATION PNR PNR ASM BUILDING SYSTEMS NORTH LITTLE ROCK, AR 72114 ;S 1-800-643-5555 _ •• STATE Of PROJECT: ROBERT SANTOM �.'• CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM ® R�� ��`��0 LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE tS. PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE d d d @ 1��010/10/17 N.1 A 16-B-18275 F2 D 6�-I�' 4 d d N 10" N L ° ° J M Es DETAIL A Dia= 5/8" 3-M Dia= 3/4" —T— N I$ 4" —1— 3" 2" Uj 2° 10 1/4° sw 1 4 DETAIL E Dia= 3/4" —T— RIO 4" 3" 2" 2° 10 1/4° —Sw See Plan DETAIL B DETAIL F Dia= 5/8" Dia= 3/4" Sw —T- 10" O 6 1 2" 1'-0 5/8" N � O O i 4" E I Sw � 4 DETAIL C DETAIL G Dia= 5/8" O N d � N I O O I O () N DETAIL D Framed Opening Width 1 3/4 1 3/4 Door Opening Width 1 1 /4 1 1 /4 Equal Equal Equal Equal N N + Steel Line + r7 + Steel Line + + + + + Ramp (If Required) yout AR Dial Walk Door AR Layout 1 /2" ISSUE DATE I DESCRIPTION 0 10/10/17 1 FOR ERECTOR INSTALLATION HERITAGE 2612 GRIBBLE STREET BUR DING SYSTEMS NORTH 1- 0 643-5TLE ROCK,5 5 �2114 Eadfi"IM PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER 10/10/17 1 N.T.S. 1 I A 16—B-18275 A C ® r7�7— STATE OF : •� ® s® IV A4. SHEET NUMBER Q 0 1 '1 b r 3 m GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURUNS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL. 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 52'-0" OUT— L� cV Co O o I P-3 TYP EB 1 E-3 EB 2 PURLIN 3'-1 3 4' LAP 3'-1 3/4' ROOF FRAMING PLAN ISSUE I DATE I DESCRIPTION A 1 10/10/17 1 FOR CONSTRUCTION PERMIT BY CK"D DSN 2612 GRIBBLE STREET i J�lUTAG� BUILDING SYSTEMS NORTH LITTLE ROCK, 5 7211 1-800-643-5555 amm�Aeaum PNR PNR ASM PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE 10/10/17 SCALE N.T.S. PHASE 1 BUILDING ID A JOB NUMBER 16-B-18275 EB-2 W8X10 4'-9 5/16- P-1 1OX25Z14 29'-1 1/2 P-2 1OX25Z14 29'-1 1/2" P-3 8X35Z12 25'-0" E-1 1OES4L14 25'-11 1/2- E-2 10ES41-14 25'-11 1/2 E-3 8X35C13 25'-11 1/2" CB-3 5/16" CABLE 29'-7" rlR—A 1 /A" SARI F qR'-1" �`%j%lllBi6®0' ��®ov® "�• , '�-r '®es® 0 1J7-12 ®_ a STATE Cf SHEEP NUMBER ISSUE E1 A ��/ N O Li. CD CD GENERAL NOTES: 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. STRUT PURUNS, IF PROVIDED, MUST BE INSTALLED AND FASTENED TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL. 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL SHEETS AS NEEDED. 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. 52'-0" OUT —TO —OUT OF STEEL 2 3 4" P 25'-8" 25'-8" 4" F52— co N co I CV J F195—C X J �X p d"j L TLU�'T J U'- INi F2955—C F49—CL F49—C F49—CR 0 0 d- M rn I � o F2960—CL F2960—C F2960—CR [A] ROOF SHEETING PLAN PANELS: 26 Gauge PBR — Galvalume [A] SOFFIT PANELS: 26 Gauge PBR — Ash Gray DATE I DESCRIPTION 10/10/17 1 FOR CONSTRUCTION PERMIT PROJECT: CUSTOMER: LOCATION: CAD HERITAGE 2612 GRIBBLE STREET BUILDING SYSTEMS NORTH LITRE ROCK, 72114 1-800-643-5555 1979 ROBERT SANTOM `• ROBERT SANTOM OWNER: ROBERT SANTOM PORT SAINT LUCIE, FL 34987 DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER 10/10/17 N.T.S. 1 A 16-B-18275 E2 %%Q i t I�B l B P 9'i® STATE OF AZ ISSUE 110111 AIJ 1 3 m 11'-2" 52'-0" OUT —TO —OUT OF 4" 4" I9 o o°o 0 0 0 "I If DS-2 G-18 Fastener #12A _15 12 x 1" Pancake S-1 M S-1 00 o SD, at 12" O.C. � /4° � 1/4 � � Girt Depth RF1-3 — 2'Lid/ „ Field4" 2 ; eld — --- RFI — Field — — — — -- — EC-6 6'-0" GIRT 22'-5 3/4" ajl i� GIRT CLEAR 3'-1 3/4• 13'-1 �p LAPS 3/4• SIDEWALL FRAMING: FRAME LINE A GH06-1 DOWNSPOUT SPACING LOCATIONS DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED 35 FT. WITH A DOWNSPOUT WITHIN 17.5 FT. OF EACH END OF THE GUTTER RUN. GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT,, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. I I I (Gutter with 3 downspouts) 761-EL F761- co F195-C — — — —C nopy — — — 982 F982 481 4E 1 F9 32 NN NN F4 NN NN M NN F NN 1 1 M 0000 0000 0000 00� _ �� DD DO N O)� L.� �� Li L.� L�-_ CVO �� Li Li �� Li L.� LT L.� �Cn N co 7 F848 - � F982 F848 L F 4 F982 F 82 F73 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Gauge PBR - Light Stone ISSUE I DATE I DESCRIPTION A 1 10/10/17 1 FOR CONSTRUCTION PERMIT HERITAGE BUILDING SYSTEMS 6emL1Za vdZM PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE 10/10/17 SCALE N.T.S. " —I — w[—L 0 AJLD J/4 L WF-1 - RF1-3 8 A325 5/8" 1 1/2" WF-1 — RF9-1 A AVA S/A 1 1/o° 2612 GRIBBLE STREET NORTH LITTLE ROCK, AR 72114 1-800-643-5555 OWNER: ROBERT SANTOM WF-2 W12853 22'-5 3/8" DJ-1 10F25C14 11'—O" DJ-2 10F25C14 11'—O" DJ-3 10F25C14 7'-6" DJ-4 1OF25C14 7'-6° DJ-5 1OF25C14 7'-6" DJ-6 1OF25C14 7'-6" DH-3 10F25C14 2'-1 1/4" G-25 10X25Z12 23'-1 1/2" GH06-1 GH06 6'-0" DS-1 1OF25C14 2'-1 1/4" DS-2 10F25C14 6'-0" E-1 1OES41-14 25'-11 1/2 E-2 1OES41-14 25'-11 G-15 1OX25Z14 Y2 29'-1 1 2" G-16 10X25Z12 29-1 1/2" G-17 1OX25Z12 26'-3 1/2" G-18 1OX25Z14 29'-1 1/2" PHASE BUILDING ID JOB NUMBER SHEET NUMBER 1 A 16—B-18275 E3 0%j 1111j6//j®A •BATC N 7 ••�� STATES T. . ®� 7UE0 N A\-///Q�II I���•'f��, A 0 m 4" GIRT LAPS 4- Field I I, EC-9 4'-4' RF2-1 RF1-1 3'-1 3/4 3'-1 3/4' SIDEWALL FRAMING: FRAME LINE J Y Y (Gutter with 3 downspouts) F761—EL F761—ER F76Fl0—EL F2955—E F760—E F76�0—ER DOWNSPOUT SPACING LOCATIONS DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED 35 FT. WITH A DOWNSPOUT WITHIN 17.5 FT. OF EACH END OF THE GUTTER RUN. GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (BB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILLIIii1I TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. M I in F481 00 00 Ll Z!: F73 DJ-4 1OF25C14 7'-6" E-1 1OES41-14 25'-11 1/2" E-2 1OES41-14 25'-11 1/ G-20 1OX25Z12 29'-1 1 2" G-21 1OX25Z13 29'-1 1/2" G-22 1OX25Z14 29'-1 1/2 G-23 1OX25Z12 29'-1 1/2" G-24 IOX25Z14 29'-1 1/2 " SIDEWALL SHEETING & TRIM: FRAME LINE J PANELS: 26 Gouge PBR — Light Stone ISSUE DATE DESCRIPTION BY CK'D I DSN ® '- ••••', A 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM HERITAGE 2612 GRIBBLE STREET 7LIT E ROCK. AR BUILDING SYSTEMS NORTH 1-8 0-643-55 5 72114 ameuaevarws _ PROJECT: ROBERT SANTOM STATE OF �� CUSTOMER: ROBERT ®°s •�: • �` SANTOM OWNER. ROBERT SANTOM ��� , • LOCATION: PORT SAINT LUCIE, FL 34987�eq/ ��`�°�0' ®N CAD DATE PHASE BUILDING ID Al. SCALE JOB NUMBER SHEET NUMBER ISSUE 9�BI9 p f 9 y 9�00 %i3'I'1 10/10/17 N.T.S. 1 A 16—B-18275 E4 A Q4" 12 Q4" 12 GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. G-7 G-5 G-7�� G-6 G-5 G 7 G-5 G-7 G-5 — I EB- r-7 _.. n 7 I. n z 1151 O v C C24 ] G-7 E 7 EC-1 EC-2 EC-3 E EC-3 EC-4 ENDWALL FRAMING: FRAME LINE 1 F160—E 0 4 � \ _04 F76 p 0 0 0 0 F73 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Gauge PBR — Light Stone ISSUE I DATE DESCRIPTION A 1 10/10/17 FOR CONSTRUCTION PERMIT 4" 12 4"'t�,, 12 WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CLIP SIDE. EC-1 10F35C12 14'-10 13/16" EC-2 1OF35C12 19'-4 1/16" EC-3 C8x11.5 20'-81/16 EC-4 1OF35C12 19'-4 1/16" EC-5 IOF35C12 14'-10 13/16" DH-1 1OF25C14 12'-0' DH-2 8F25C16 12'-0" G-1 8X25Z16 V-9 3/8' G-2 8X25Z16 V-7 1/4 G-3 8X25Z16 V-5 1/4" G-4 8X25Z16 V-3 11/16" G-5 8X25Z16 1 V-11 1/2" G-6 8X25Z16 2'-8" 2 PC22-1 3 PC22-2 4 PC22-3 6" 3 ® 1'-6 1/4" MCI j 72 -------- EB-1. I v Structural Canopy s Connection Bolts Rafter (Shape may Vary) o (See Cross Section I = for Quantity and Size)Ito `V o Canopy Projection— 5'-0" Column S Below Eave Flush Canopy (Shape may Vary. Bypass Shown, Flush and `off!@lilt&B6B� Inset Column Similar) a CK'D DSN HERITAGE •, 0 PNR ASM 2612 GRIBBLE STREET187 NORTH LITTLE ROCK, AR 72114 BUILDINGSYSTEMS 1-800-643-5555j' ® .! e STATE 0 44 o •.� ®o PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM O qta•N / ®HA� IS` %%% d/',ill LOCATION: PORT SAINT LUCIE, FL 34987 ® CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE t1%%% i it, �;tx 10/10/17 N.T.S. 1 A 16-B-18275 E5 A to Q4" 12 �RS1 SC,A7 F SON F8�5F82g 5�82 e\9 S FB Sc 1 96 w/S f 27 RNN-N F8�,1 Fej �� r0.995 _ 15 F12 "&20 c G-12 — \ B?9SF'/SC1 e7 G-11 G-14 G-1 I G-10 G-13 G-10 G-10 G-1 G-10 I G-9 6-12 G-9 D4 o- �� G-8 G-12 G-8 L E3 Q2 — — — — — — — — 0 — — — — — — — — I - — — — — — — — — H LU-b LC-/ LC-8 ENDWALL FRAMING: FRAME LINE 3 GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL SHAVINGS CAUSED BY DRILLING. EC-9 D 21 21 4° ' ' 12 ' 4" 12 WASHER TO BE USED AT ENDWALL COLUMN TO ENDWALL RAFTER CONNECTION. USE ONE WASHER ON COLUMN SIDE. WASHER NOT NEEDED ON CUP SIDE. 4 4 4 F16�0-E � 4-R F73 EC-7 W10X12 20'-1 3/16" EC-8 W10X12 20'-1 3/16" EC-9 1OF25C14 14'-7 3/16" ER-1 W8X10 27'-4 5/8 ER-2 W8X10 27'-4 5/8" G-8 8X25Z13 15'-10" G-9 8X35Z14 15'-10" G-10 8X25Z14 15-10" G-11 8X25Z16 9'-2 5/8" G-12 8X25Z13 16'-8° G-13 8X25Z14 16'-8" G-14 8X25Z16 16'-8" CB-1 5 16" CABLE 26'-2" FLANGE BRACE TABLE FRAME LINE 3 12 V ID PART I LENGTH . FB29.5 I L2X2X14G 1 2'-5 1/: FB7-1 I L2.5X2.5X3/16" 2'-5 1/, ENDWALL SHEETING & TRIM: FRAME LINE 3 2'-4" PANELS: 26 Gouge PBR - Light Stone onBErectioneDrawings Purlin / Girt Clip Shop Welded ------------ �-F: r � Flange Brace Clip SC-2 . � � cep Shop Welded �E°� 0 All Bolts are 1/2" 11 1/4" A325 Without Washers FB7 Flange Brace RC 1 .. • • •� ISSUE DATE DESCRIPTION BY CK'D DSN HERITAGE � � 2612 GRIBBLE STREET BU b-IiVd SYSTEMS NORTH1 800 ROCK, AR 643-5555 72114 � • • • • `� 7 7 •� m o A 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM PROJECT: ROBERT SANTOM �' g fATF- OF CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM `s •� ••• d� LOCATION: PORT SAINT LUCIE, FL 34987 ®® ®®�•' ®® gg..• • • `® • • ° \� ®® CAD DATE 10/10/17 SCALE N.T.S. PHASE 1 BUILDING ID A JOB NUMBER 16-B-18275 SHEET NUMBER E6 ISSU a ®®®®9G91'f 7 SPLICE PLATE & BOLT TABLE Mark op Bot Int Type Dia Length Width Thick Length SP-1 4 4 0 A325 3/4' 2" 6" 1/2e 2;-0 3/4p SP-2 4 4 0 A325 3/4 1 3/4" 6" 3/8 1 —6 3/8" STIFFENER TABLE Stiff Plate Size Mark Mark Width Thick Length RF1-1 St— 1 2 1/2 1/4" 16 15 16 RF1-3 St— 2 2 1/2 1/4. 7 15/16" RF1-3 St— 1 2 1/2 1/4" 16 15/16 BASE PLATE TABLE Col Plate Size Mark Width Thick Length BP-1 6" 3/8" 9 1/2" OFLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X14G FB7— L2.5X2.5X3/16 Q4" 12 • Fg� ,2 1 SN 011� Q� GENERAL NOTES: 1. SNUG TIGHT — ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG —TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE —TENSIONING METHODS, INCLUDING TURN —OF —NUT, CALIBRATED WRENCH, TWIST —OFF —TYPE TENSION —CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 MACHINE BOLTS 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN F52-E / W ISt✓� g15 fe- 2')' w/scl \ F��?il \ c C_ ) W/s � ISSUE I DATE DESCRIPTION A 1 10/10/17 FOR CONSTRUCTION PERMIT MEMBER TABLE Web De th Web Plate Mark Start End Thick • aER RF1-1 9.0 11.8 0.134 60.0 11.8/17.0 0.185 129.7 RF1-2 17.0/11.0 0.156 124.1 11.0/11.0 0.134 180.0 RF1-3 17.0/11.8 0.185 129.7 w/sal � FB31 3 x 1/4 x Ia4.0 5x1/4"x28.9 5 x 1/4" x 240.0 5x1/4"x58.4 6x1/4"x28.9 5 x 1/4 x ibb./ 5 x 1 /4" x 124.2 5 x 1 /4" x 176.2 6 x 1/4" x 168.7 2-4" 2 Bolts Unless Noted on Erection Drawings Purlin /Girt Clip Shop Welded ---- -- -------------- �o - -- - o� Flange Brace Clip Shop Welded HERITAGE 2612 S BUILDING SYSTEMS NORTH LITTLE ROCK, A LE ROE 1-800-643-55! sa�arr�r� PROJECT: ROBERT SANTOM ;USTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER 10/10/17 N.T.S. 1 A 16—B-18275 �O All Bolts are 1/2" x 1 1/4" A325 Without Washers FB7 Flange Brace Detail 4' � 12 0 I ih N BAT ® STATE OF � • ® SHEETEUMBER ISvS�������®�0`�' 1 r w SPLICE PLATE & BOLT TABLE op Bot Int Type Dia Length Width Thick Length EQty 4 4 4 2 4 0 A325 A325 3/4" 2 1/4' 3/4" 1 3/4 6" 5/8" 6" 3/8" 2'-9 1/4' 1'-7 1/2 STIFFENER TABLE Mark Stiff Mark Plate Size Width Thick Length RF2-1 RF2-3 RF2-3 St— 1 St— 2 St— 1 2 1/2 1/4� 21 15 16 2 1/2 1/410 1 4" 2 1/2 1/4" 21 15/16 BASE PLATE TABLE Col Mark Plate Size Width Thick Length BP-1 6" 5/8" 9 1/2" ANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) A — L2X2X14G Q4" 12 10 1 GENERAL NOTES: 1. SNUG TIGHT — ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG —TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR M90 BOLTS, DECEMBER 31, 2009. PRE —TENSIONING METHODS, INCLUDING TURN —OF —NUT, CALIBRATED WRENCH, TWIST —OFF —TYPE TENSION —CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 MACHINE BOLTS 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN FB�� 3N 1� F52—E r � ISSUE I DATE DESCRIPTION A 1 10/10/17 FOR CONSTRUCTION PERMIT MEMBER TABLE Mark S S RF2-1 1 RF2-2 2 1 RF2-3 2 0.250 131.1 0.185 121.2 0.134 180.0 0.250 131.1 b x 1/4 x 103./ 6x1/4"x34.2 5x1/4"x240.0 5x1/4'x52.8 6x1x34.2, 1'-s , IA" 4"� 12 I c 6 x 1/4 x 16Z.0 5 x 1/4* x 121.9 5 x 1 /4" x 175.9 6 x 1/4" x 162.0 e � ,• 10, HERITAGE . r�� •�•` 2612 GRIBBLE STREET y NORTH LITTLE ROCK, AR 72114 �; 671 ` BUILDING SYSTEMS 1-800-643-e555 ame�asar�s � ,� PROJECT: ROBERT SANTOM ® STATE OF CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM °m�.'v�•' �i;•' LOCATION: PORT SAINT LUCIE, FL 34987 `• • • . f... • �N e CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE ®®/®8� A1, 10/10/17 N.T.S. 1 A 16-B-18275 E8 A fill,, SPLICE PLATES & BOLTS Splice Quan ----- Bolt ----- Mark Top/ Bot Type Dia Len SP— 1 1 4 4 A325 3/4" 2" BASE PLATES Col Mark Plate Size Width Thick Length BP— 1 8" 3 8" 1'-0 5/8" T Plate Size Width Thick Leng B. 1 /2" 1'-8 STIFFENER TABLE Mark Stiff Mark Plate Size Width Thick Length WF-1 St— 1 4" 1/4" 12" U3 MARK LENGTH rvr—i I iai.0 I IZ.U/1Z.0 IU.1Sb 115-1 I ai x 5/lb x 1b-1 I tl x 5/16 x 15-1 ^n ----------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BP-1 BP-1 6 1/ " I_ �I1'-0 5/8" 22'-5 3/4" 1'-0 5/�—� 6 1/2" CLEAR +/- 25'-8" 1 WIND BENT ELEVATION: FRAME LINE A 2 WF-2 T c- T 0- i t- NM + C>¢ �U RZ � GENERAL NOTES: 1. SNUG TIGHT — ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG-11GHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE —TENSIONING METHODS, INCLUDING TURN —OF —NUT, CALIBRATED WRENCH, TWIST —OFF —TYPE TENSION —CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 MACHINE BOLTS 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN DATE DESCRIPTION BY PNR 1DSN HERITAGE 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR 26Y2 LE ROC sA BIMDING SYSTEMS NORTH1 OB 0-643-55 e�eraeaau� PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE I PHASE BUILDING ID JOB NUMBER 10/10/17 N.T.S. 1 A 16-B-18275 `,• & , �A ­g• STATE OF :•� ,," •`" � � .gym Ile SHEET NUMBER IS 0.6 fli/ONAL rm Purlin Steel Line Steel Line (2)1 /2"xl 1 /4" 1/4" (1) #17A (1) #17A A325 M. Bolts (2) 1 /2" x 1 1 /4" 1 (2) 1 /2" x 1 1 /4" A325 Bolts A325 Bolts ------------ - Qo 0 0 0 Purlin Clip RA1 0 0 RA1 0 0 2" 2" 3/16" Plate Rake Angle =___ ___________= Rake Angle------------- ------------------- Purlin Clip Purlin Purlin 3/16" Plate EW Rafter Anti —Roll Clip Rigid Frame Rafter • 3/16" Plate c� - Flange Brace As Required Flange Brace As Required 3/16" 3 1 /2" x 1 1 /4" A325 Bolts 1 /2" x 1 1 /4" A325 Bolts Cold Formed Rafter (Typ.) (U.N.) (Typ.) (U.N.) Section A A% SECTION THRU HOT ROLLED RAFTER Endv� umn Side 1/4" A325 Bolts (Typ. U.N. on Endwall Drawing) B 6 HOT ROLLED ENDWALL COLUMN TO RAFTER 1 ROOF PURLIN TO ENDWALL RIGID FRAME ter w/ Shop ded Connection Clip Partition Column Under Frame )TE: EW CLIP MUST BE FREE TO MOVE WITH RAFTER DEFLECTION Endwall Column B 19 RIGID FRAME RAFTER TO ENDWALL COLUMN 1 /2" X I 1 / -t HJLJ L301i5 (Typ.) (U.N.) @ CEE ENDWALL COLUMN TO WALL GIRT A Anti —Roll Clip 3/16" Plate Rafter of Rafter O• • Purlin Clip 3/16" Plate • O Anti —Roll Clip 3/16" Plate 3 16" 3 3/16" 3 Main Frame Rafter Section A PURLIN ANTI —ROLL CLIP ISSUE DATE I DESCRIPTION A 10/10/17 1 FOR CONSTRUCTION PERMIT Girt HERITAG BUILDING SYSTEMS Emh&8ad1979 PROJECT: ROBERT SANTOM CUSTOMER:" ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE PHASE BUI 10/10/17 N.T.S. 1 Endwall Rafter 1 �1 1/2" Washer Column Side Not Clip Side EW Column (4) 1 /2" x 1 1 /4" A325 Bolts (Typ. U.N. on Endwall Drowina) 0 ENDWALL COLUMN TO RAFTER r 10 I I 10 ENDWALL COLUMN WELDED CLIP 01 I I 01 J— — — — — — ENDWALL GIRTS J 1 /2"0 x 1 1 /4" A325 BOLTS C6 ENDWALL COLUMN TO WALL GIRT E bATC •• '�•<•�®_ 2612 GRIBBLE STREET � NORTH LITTLE ROCK, AR 72114 y m 7 ` •• �, 1-800-643-5555 _. STATE OF Z OWNER: ROBERT SANTOM .� ;�•••• �.'®"� WING ID JOB NUMBER SHEET NUMBER A 16—B-18275 DEl•1 a Endwall Rafter 1 �1 1/2" Washer Column Side Not Clip Side EW Column (4) 1 /2" x 1 1 /4" A325 Bolts (Typ. U.N. on Endwall Drowina) 0 ENDWALL COLUMN TO RAFTER r 10 I I 10 ENDWALL COLUMN WELDED CLIP 01 I I 01 J— — — — — — ENDWALL GIRTS J 1 /2"0 x 1 1 /4" A325 BOLTS C6 ENDWALL COLUMN TO WALL GIRT E bATC •• '�•<•�®_ 2612 GRIBBLE STREET � NORTH LITTLE ROCK, AR 72114 y m 7 ` •• �, 1-800-643-5555 _. STATE OF Z OWNER: ROBERT SANTOM .� ;�•••• �.'®"� WING ID JOB NUMBER SHEET NUMBER A 16—B-18275 DEl•1 a .t ENDWALL COLUMN WELDED PLATE 1 /2" x 1 1 /4' A325 BOLTS I I Io L_ ENDWALL GIRT C13 ENDWALL COLUMN TO WALL GIRT 1 /2" x 1 1 /4" A325 Bolts (Typ.) (U.N.) D 4 CORNER COLUMN TO WALL GIRT WELDED PLATE 1/2"0 X 1 1/4" ENDWALL COLUMN A325 BOLTS I I I to ENDWALL GIRT C15 ENDWALL COLUMN TO WALL GIRT �kPART APPLICATION SC-5 8" Girt Depth SC-54 10" Girt Depth o SC-55 12" Girt Depth cn Welded Clip Clip ---Welded 0 ® RIGIDLFRAME Endwall I I I Girt I I ® PC22 0 Sheeting Clip SC5 (2) #55 1 /2" x 1 1 /4" A325 Bolts (Typ.) (U.N.) D 15 CORNER COLUMN TO WALL GIRT ENDWALL COLUMN BOLT, 0.5" WELDED BY 1.0: (TYP) PLATE I° °I I I to of L_ J ENDWALL GIRTS C21 ENDWALL COLUMN TO WALL GIRT ENDWALL COLUMN EW Column lelded Plate 1 /2° x I 1 / 't HJLJ [Solis (Typ.) (U.N.) C24 ENDWALL COLUMN TO WALL GIRT BASE PLATE PLAN ELEVATION (*) RE161 iU n11611U1 UUIL Plan E3 BASE PLATE FOR ENDWALL COLUMN ES BASE PLATE FOR DOOR JAMB "-or Jamb Alp SUE DATE DESCRIPTION BY CK'D DSN ^ � �'° (V! 2612 GRIBBLE STREW ® BiTILDING SYSTEMS NORTH LITTLE ROCK, AR 72114 1-800-643-5555 ®. Eeah&hed19/9 + . • • FEN • `�� � •• 7 '• �% � � A 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM PROJECT: ROBERT SANTOM ® � ���TEOF CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM • b. �;••• ' •�a•c LOCATION: PORT SAINT LUCIE, FL 34987 ® ® f1®'Q • ,�sN e CAD DATE 10/10/17 SCALE N.T.S. PHASE 1 BUILDING ID A JOB NUMBER 16-I-182%5 SHEET NUMBER DET2 ISS E A e®®�� '®®fl�%®NA�PA III ""' Column (*) = Reiei iU MiiaiOi DUIL Plan E8 BASE PLATE FOR ENDWALL COLUMN ENDWALL COLUMN O O BASE PLATE PLAN ELEVATION n13 BASE PLATE FOR ENDWALL COLUMN OR DOOR JAMB 6 3/8" Flange Brace Clip CONNECTION BLOCK (SC-480) RF Column �"®`> ® �—� Flange Brace (As Required) (8) 5/8"s� X 1 1/2" II I Additional ,'' Flange Brace A325 BOLTS w/ NUT II (As Required) PORTAL RAFTER (WF-2) i I z z � A325 BOLTS w/ NUT J ------------------------------ — Wall Girt Q� a_ 1 /2" x 1 1 /4" A325 Bolts (Typ.) (U.N.) H2 WALL GIRT TO RIGID FRAME COLUMN H10 PORTAL FRAME TO BUILDING COLUMN HOT ROLLED P-NI n1A/ALL _R SEE ENDWALL DRAWING FOR BOLT DIA AND TYPE. F12 RAFTER SPLICE AT SURFACE CHANGE Steel Line Rok Ang Roof Purlin 00 zill 0 Q 0 ! Additional Flange Brace (As Required) RF Rafter 1/2" x 1 1/4" A325 Bolts (Typ.) (U.N.) — Flange Brace Flange Brace Clip G2 ROOF PURLIN TO INTERIOR FRAME RAFTER 1 /2" x 1 1 /4" A325 Bolts Endwall Rafter 1 /2" x 1 1 /4" A325 Bolts (Typ.) (U.N.) (Typ.) (U.N.) 8 LOW SIDE EAVE STRUT TO HOT ROLLED RAFTER 0 EAVE STRUT TO RIGID FRAME ' ISSUE DATE DESCRIPTION BY CK'D DSN HERITAGE A 10/10/17 FOR CONSTRUCTION PERMIT PNR H UT LE RO E sn PNR ASM BUILDING SYSTEMS NORTH 1-80 643-55', Embffshodim PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE PNASE BUILDING ID JOB NUMBER 10/10/17 1 N.T.S. 1 A 16-B-18275. �e 1 0. J*° ®tip• :moo � b ® STATES •�® 4-1 SHEET NUMBER 1§94�11 1IDET3 A it III I 1 - �. t Eave Strut Door Jamb Wall Girt Door Header Door Jamb Wall Girt Eove Strut JWall Welded Clip Welded Clip I Door Jamb Rigid Frame Girt Column Rigid Frame Welded Clip Column Opening Width 1/2" x 1 1/4" A325 Bolts 1/2" x 1 1/4" A325 Bolts �Door Jamb 1/2" x 1 1/4" A325 Bolts 2w;;N_ 1 /2" x 1 1 /4" A325 Bolts (Typ.) (U.N.) (Typ.) (U.N.) (Typ.) (U.N.) (Typ.) (U.N.) J24 SAVE STRUT TO RIGID FRAME K3 WALL GIRT TO DOOR JAMB L8 DOOR JAMB TO WALL GIRT M3 DOOR HEADER TO DOOR JAMB Fastener #4 Fastener #4 1/4-14 x 7/8" LL SO W/Washer 1/4"-14 x 7/8" 3" O.C. max. (Trim Color, For Placement Rigid Frame Column At Lap See Details Below) Door Header Door Jamb Oow�h�0 Fastener Fastener #14 Q _ — 2 2 1/8"0 x 3/16" I e Wall Panel Fastener #17A or #397 12-14 x 1-1/4" SO W/Washer 1� 4" bead of Tube veria �'A 2 O.C. max. ent seermbelow) 5"-7"-5" O.C. TapeaSealer details _ c:• (6) Per Panel (PBC Panel) Welded Clip p `ae a i Concrete Fastener 1/4"0 Minimum 1 /4" bead r ube Sealant a a S-0 O.C. Maximum ® (Not by Metal Building Mfr.) Backside View of Lap Rake Trim (Profile varies, ` • (7) Fastener #14 (7) Fastener #14 required at lap required at lap Standard F764 shown) 'k . Fastener #4 Fastener #4 ° • ° ' •; 1/4"-14 x 7/8" ILL 1/4"-14 x 7/8" ILL ° SD W/Washer SD W/Wosher Formed Base T3 (4) Req d At Lap (4) Req d At Lap 1 /2" x 1 1 /4" A325 Bolts 1 /2" 1 1 (�) = Refer To Anchor Bolt \ ( Plan F73 Formed Base Trim Without Panel Recess Standard Northern F764 F375 Rake Detail — PBR Roof M8 DOOR HEADER TO DOOR JAMB R2 ANCHOR BOLTS AT SIDEWALL COLUMNS TRIM_39 Classic Standard and Northern Rake End Lap Installation TRIM_50 ISSUE DATE DESCRIPTION BY PNR DSN ���^ A 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM (v! 2612 GRIBBLE STREEro� ® ' •'• •� ®ms ` • •• �® BUILDING SYSTEMS NORTH ROCK, 5 72114 �\� 87 •• amal�a,�s 1LITTLE a PROJECT: ROBERT SANTOM '• "u CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM STATE �~�� •,� LOCATION: PORT SAINT LUCIE, FL 34987 0 sa� �N CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISS Fi' o��� '®® ®09�®�� 10/10/17 N.T.S. 1 A 16—B-18275 DET4 A 9®m� (6) Stitch Screws 1/4"-14 x 7/8" Lap Tek Die Formed 1 Ridge Cap T I F52 Member Screws — 12 —14 x 1 1/4" at 5"-7"-5" O.C. • "PBR"-. Peak Purlins Roof Panel 1" Tape Sealant HW-506 "PBR" ROOF FIXED RIDGE DETAIL Trim 80 4' 2' 2' io Gutter Feld Splice 0 Ho_ 0 0 � � N N / Intenor Downspout Finished Floor F321 �f/ i o c ^ j F326 F313 = 14 -6 O Exterior—/ Fastener #14 Downspout 1/8 x 3/16' Pop Rivet Field Splice A field splice is required for eave heights greater than 16'-0". Cut a 10'-6" or 14'-6" length of downspout. Always measure the required length starting at the swaged end. After cutting to length, insert the swaged end of the cut downspout into the top of the lower downspout. Secure with pop rivets. 4" x 5" Roll Form Downspout TRIM-96 F Day F`7c Feld Notch top ti Stitch Screw ow r jttt max. 2 o.c. max Fastener 14 T -pica) S acing 2) 1/4" bead run 118"0 x /16" Of Tube Sealant 2 o.c. max. Eave Gutter (For placement see details below) (Profile varies, Northern F391 shown) Downspout Strap Attachment Detail 4" x 5" Roll -Form TRIM-81 Gutter (Shape May Vary) Yew Rote 0 0 View Field Bevel Cut Top of Downspout Downspout DS Depth Downspout To Gutter Attachment Detail 1. Refer to the building erection drawings for the location and spacing of the downspouts. 2 Locate all downspouts over a major panel nib if passable. 3. Make a cardboard template of the downspout shape . Place the template on the bottom of the gutter and trace the outline. Remove the template and draw a line from comer to come, forming an 'X' pattern. 4. Dn11 a whole at the center of the Y. Using tin snips, cut along the Imes of the X only. Do not cut along the outside Ines of the downspout square. 5. Bend each triangular tab down toward the ground 90 Degrees to the bottom of the gutter. 6. Position the top of the downspout under the gutter. Make sure all four gutter tabs are on the inside of the downspout 7. Install Fastener !14 through the downspout into the gutter tab. Only the two sides and the nt of the downspout will receive fasteners. TRIM_98 ISSUE DATE I DESCRIPTION A 10/10/17 1 FOR CONSTRUCTION PERMIT (12) Fastener #14 required at lap i Large 4 a(15)Fastener #14 t lap Large Eave Gutter End Lap Installation — PBR Roof Classic Trim Profile TRIM-90 Wall Stitch Screw (1) per F797 (2) per F81, F903, F1829 Downspout Strap Wall Panel (F797, F81 (Varies) F1829, F903) Fastener #14 Downspout 1/8"0 x 3/16" Wall Panel Attachment (1) each side F797 (2) each side F81 Not provided by Metal F903 F 829 Building Manufacturer Downspout Strap (F797, F81 Masonry F1829, F903) Fastener #14 1/8"0 x 3/16" Masonry (1) each side F797 Wall Attachment (2) each side F81 F903, F1829 Fastener #55 12-24 x 1-1/4" DP5 Main Frame Column rap Downsp� tF81 N \ F 829, F903) A Fastener #14 1/8"0 x 3/16" (1) each side F797 Column Attachment (2) each side F81 F903, F1829 Downspout Strap Attachment to Wall TRIM-511 ® `e��ei;oogir�� 0 HERITAGE y 26L E ROE STREET I NORTH LITTLE ROCK, •b •. BUMDING SYSTEMS AR 72114 1-800-643-5555 r EgftN1dvdWY m SPATE OF ��• �$yB 4 C)SO yC � �0N ���•�° I PROJECT: ROBERT SANTOM ®�fS JUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM ` LOCATION: PORT SAINT LUCIE, FL 34987 m0 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE 10/10r7 N.T.S. 1 A 16-B-18275 DET5 A P� Iy (2) Runs 1/4' Bead P,R(3 Urethane Tube Sealant Screws 14-14 7/8' (TYp•) I III Ppow BQx Roke Trim I i I Rorke Stitch Screw 1/4'-14 x 7/8' at 1'-0' O.C. HW506 Tape Mastic Peak Box PBR Roof Rake Angle RA1 Wall Fastener Stitch Screw Outside Panel Closure 1/4'-14 x 7/B' at each high rib. Standard Peak Box Detail PBR Roof PBR Panel Fastener #4A 1/4"-14 x 7/8" SD W{Washer at 1 —8 O.C. Feld remove bearing leg as required Comer Trim F830 or F862 _ (Panel Rib Note: Standard panel location for Start and End ppanels is C panel rib at steel line. Refer to erection Drawings for panel location and Comer Trim piece mark. TRIM_106 1 /8" x 3� Downspout Strop F797 Downspout Kickout 4" x 5" Roll —Form TRIM-123 Top Flange Oo po Top Bolts — See Rigid Frame Drawings For Size OO po 1Intermediate Bolts O OO — (As Required) See Rigid Frame Drawings For Size OO 0 Bottom Bolts — See Rigid Frame Bottom Flange o Drawings For Size � OO Extension Beyond Flange Is Optional, At Top & Bottom. U 2 BOLTS FOR RIGID FRAME RAFTER Outside Corner Trim — PBR Wall Panel AT BUILDING PEAK TRIM_186 #12 x 1' SD Screw Steel Line— (2) 1/z 1 s A 1 4' 325 Bolts Purlin J EW Rafter EW Raf 1 /2" x 1 1 /4" A325 Bolts (Typ.) (U.N.) W3 ENDWALL GIRT TO HOT ROLLED RAFTER CONNECTION Top Flange OO OO Top Bolts — See Rigid Frame Drawings For Size Intermediate Bolts (As Required) See Rigid Frame Drawings For Size � OO Bottom Bolts — See Rigid Frame Bottom Flange Drawings For Size O OO U 3 BOLTS FOR RIGID FRAME RAFTER TO COLUMN CONNECTION ISSUE DATE DESCRIPTION BY PCK NR DSN HERITAGE A 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM 2612 GRIBBLE STREET UTTLEBUILDING SYSTEMS NORTH 1-800 543-5555 72114 PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE PHASE I BUILDING ID JOB NUMBER 10/10/17 N.T.S. 1 A 16—B-18275 giB At .6 1� STATE OF ' SHEET NUMBER ISS '9S `ate DET6 A ®®B®%®6���- %l31 12" 12" 12" Stitch Screw Tape Seal 9 1 2" 9 1/2" 1 /4-14 x 7/8" At 20" O.C. Detail "A" Sheeting Direction Detail "A" All Roof Members Except As Noted Below Member Screws 4' + 12-14 x 1 1/4" Roof Panel 12" 12" 12" at 5" 7" 5" Two Continuous Layers 2 1/2'_' 7" 5" 7" 5" 7" 2 1/2" HW507 Tape Seal Roof J Purlin Panel _ Sheeting Direction Detail "A" At Eave Strut, Panel End Lap, and Peak Purlin Section Thru Panel End Laos Fastener Location for "PBR" Roof Panel 7 L 7" 5" 7" A 2 1/2" 12" 12" B "PBR" Panel Bearing Leg Stitch Screw 1/4-14 x 7/8" Sheeting Direction SO, at 20" O.C. 12" 12" 12" (EIV "nunnn" n--- 12" 12" 12" A B "AVP" Panel Member Screw 12-14 x 1 1/4"SD 12" O.C. at Each Member Extended Leg PBA" Panel Sheeting Direction — AQ = At Base, Rake, Eave, and Mid Span End Laps ©= At Intermediate Member, and at Optional Liner Panel TRIM-175 Cable Flo-Loc * Similar cor for Rafter. Insert EyeBolt Through Slot in Web. Washer Then Assemble Hillside Washer, Flat Washer, and Nut. Q2 DIAGONAL CABLE, EYEBOLT END 7" 5" 7" 5" 7" A 2 1/2" 12' 12" B "PBU" Panel "PBU" Panel Bearing Leg Stitch Screw 1/4-14 x 7/8" Sheeting Direction SD, at 20" O.C. T T ilT 6" 6" 6" 6" 6" 6" A 12" 12" 12" R Fastener Location for Panel At Wall SUE DATE I DESCRIPTION A 10/10/17 1 FOR CONSTRUCTION PERMIT 2'-8" Fastener #397 /12-14 x 1-1/4" SD W/Washer co PBC Fastener Location At Panel Ends 2'-B" Fastener #397 /12-14 x 1-1/4" SD W/Washer PBC Fastener Location At Intermediate Supports Fastener #4A 1/4"-14 X 7/8" SD W/Washer At 1'-8" O.C. PBC Panel SidelaD TRIM-174 BY CK'D I DSN HERITAGE PAIR PNR ASM BUILDING SYSTEMS PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE 10/10/17 N.T.S. WF or Maximum Cee 1/2'. 1 CD E E o Inside Flang Up / 0 U l� de � G= er - 1 Zee Web Nut — — — — — — - Outside Flange Down *For Cable, Unravel Flo -Lock Grip and Remove Eye Bolt, Slip Through Slotted Girts. then Reassemble Cable. Field locate and provide a slot for the "X" bracing. 1/8" Larger than "X" bracing Diameter. CABLE AT FLUSH WALL GIRT Standard Grade Description Fastener Number Number Application 1/4"-14 x 7/8" 4A Stitch & Trim Screw 12-14 x 1 1/4" 17A Member Screw 12-14 x 1 1/2" 17B Member Screw 12-14 x 2" 28 Member Screw Long Life Description Fastener Number A lication PP 1/4"-14 x 7/8' 4 Stitch & Trim Screw 12-14 x 1 1/4" 3 Member Screw 12-14 x 1 1/2" 3A Member Screw 12-14 x 2" 58 Member Screw Note: Standard details call for 1 1/4" fasteners as member screws by _ default. 1 1 /4", 1 1 /2", or 2" depending on insulation, application, or customer request. Self —Drilling Screw Application SCRW1 VFNO. 2612 GRIBBLE STREET ®0NORTH LITTLE ROCK, AR 72114 m 1-800-643-5555 0 m � OWNER: ROBERT SANTOM PHASE BUILDING ID JOB NUMBER SHEET NUMBER 1 A 16-13-18275 DEF o STATE Of .• A �/11014q y .. Double Member Page 21-05-26 Slimline Canopy Below Eave - Welded Clip Page PF05151 PBR Roof Panel - Below Eave Tie-in ge PaGPR07012 Zee -Section Welded Girt Interior Column - By -Pass Girts Y Open Wall - Girt Leg Up Date Dec 12 Rer. 00 Date Apr 16 Rev. 01 Date '17 Rev Feb 1 06 DOUBLE MEMBER ZEE —SECTION GIRT WILL RUN TO THE END OF THE MAIN Roof Panel Tie —In Girt GIRT IT'S NESTED WITH UNLESS ANOTHER MAIN GIRT LAPS INTO THE BAY. IN THAT CONDITION THE DOUBLE GIRT WILL STOP AND BOLT TO THE END Sheeting Angle RA1 OF THE LAPPING MAIN GIRT, AS SHOWN BELOW. THE STANDARD LAP OF Canopy Purlin THE NESTED DOUBLE GIRT TO MAIN GIRTS IS 3 1/2". GIRT LAPS PAST C.L. FRAME: Canopy Rafter 0'-5 3/4" Eave Channel I Column V-5 3/4" Column I 1 3/4" 1 32'-5 3/4" 3'-1 3/4" /4" I Inside Closure with Tape I Sealant (HW507) on I Both Sides I "Optional" 5'-0" of Tape Sealer (HW507) at Each � +H MAIN GIRT +� Rigid Frame shown, Lean —To HW455 at PBR Panel Sidelop Above Roof MAIN GIRTF GIRT'+ and Bearing Frame similar. HW459 at PBU + + + +MAIN HW464 = AVP/Vistashadow +DOUBLE GIRT SeFction at wC1li I Fastener #17A _ 3 1/2" LAP 3 1/2" LAP High Side Parapet Trim F195 (See WalllPa ell Fas enseer I Location Detail, Note #1 BYPASS INTERIOR BAY WITH DOUBLE ZEE GIRT Fastener #4 � for Spacing Requirement) Sheeting Clip CL292 J-14 x LL Girt with (2) Fastener #12A SD W/Washer 12-14 x 1" P.H. DP3 1'-0 O.0 � Column Column Roof Panel Tie —In Girt -- --- N Canopy Purlin Sheeting Angle RA1 + +I + MAIN GIRT + AIN GIR'(f + + Canopy Rafter + DOUBLE GIRT + + • Fastener #3 3 1/2" LAP MAY OR MAY • 12-14 x 1 1" LL BYPASS END BAY WITH DOUBLE ZEE GIRT NOT EXTEND • SD W/Washer Tape Sealer H W506 Column Column on Both Sides 4!'+ Rigid Frame shown, Lean —To Outside Panel Eave Channel and Bearing Frame similar. Closure 6 MAIN GIRT (See GD06002) + DOUBLE GIRT + FLUSH AND INSET BAY WITH DOUBLE ZEE GIRT IF FLANGE BRACE EXTENDS BEYOND LAP REQUIREMENTS, THE NESTED GIRT WILL. Note: NEED TO BE PUNCHED AS WELL. 1) All Bolts to be J"O unless noted. For required length refer to the Grip Table on Erection Drawings. 2) Canopy Rafter connections and stiffeners depicted will vary per Design requirements. _ o�tes�tsiaae® ISSUE DATE DESCRIPTION BY CK'D DSN A 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM HERITAGE 2612 GRIBBLE STREETBUILDING "ate 72114 m (8"7 7 SYSTEMS 1upp-643KSAR 555 � �i PROJECT: ROBERT SANTOM ®' STATE OF CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM " ••; �4 ®p ••� 4®Rx LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBERfISSL& �� � s®®oil®i� A`i, f-� 10/10/17 N.T.S. 1 A 16—B-18275 DEf8 A PBR Roof Panel - Classic Southern Standard and Southern VPR02001 PBR Panel - Southern Standard and Southern Large e1TUPR05002 PBR Roof Panel - Southern Standard and Southern Large PPR04004 PBR Panel GPR15001 Large Gutter - Sheeted Wall Classic Rake Trim - Sheeted Wall Low Eave Rake Comer with Eave Gutter -1 4"WallPanel '16 06 Slimline Canopy with Eave Cover - PBR Soffit Ma '16 08 Ma '16 07 °° Rn A r'16 03 Fastener //4 NotScrew must be installed through the Tape 1-14 x I" Seater to ensure a water tight connection. Fastener #4 Tape Sealer }-14 x a" LL Fastener #4 LL SO W/Washer Tape Sealer HW506 6" Long HW506 SO W/Washer }-14 x b" LL Mitered Rake Trim Rake Trim to SO W WE Gutter Support PBR Panel Standard Roof Panel 3" O.C. max. 1'-0 O.C. F764L (Shown) Max. Fastener #14 F764R (Opposite) i"m x i, Large 2" O.C. max. Section A Tape Sealer Fastener #4 F4150L (Shown) (9) at Standard Inside Closure HW455 with HW506 }"-14 x J" LL SO W/Washer F415OR (Opposite) \ (10) at Large Continuous D e Sealer Tape at 1'-0 O.C. Fastener #17A \ \ HW506 on to and bottom 12-14 x 11" SO W/Washer Roof Panel W/Washer* \ see Sheeting Fosterer p3 12-14 x 11' LL at each purlin La t SD W/Washer Fastener #4 Rake Trim Standard F764 (shown) F1etd Det ern'tne i3. Fastener�l4A 1/6 x 3 8" }-14 x J" LL SO W/Washer Large F4150 At 5-0 O.C. +, at 1'-0 O.C. Rake Angle - Gutter Support Fastener #3 Standard FB93 (shown) 12-14 x 1}" LL SO W/Washer RA1 Fastener skier 12-14 x 1}" SD W/Washer ield cut }" - - Large F3357 at 5"-7"-5" O.C. attached with 3 Fastener See Sheeting () #4 Layout Inside Panel Closure HW455 a_ _ Notch to allow / Rake Trim to Eave Trim F2955 astmer #17A A }-14 x b" LL SO W/Washer with Continuous Tape Sealer 3 Puriln overlap lip of 12-14 x 14' (See Erection Drawings HW506 top and bottom 1" Gutter SD W/Washer for Spacing) •A• Fastener #14 1/B' x 3/16" at 2'-0 O.C. Mitered Eave Gutter Standard Field Cut flush at 3'-0' O.C. Fastener #17A Rake Trim with Face of Panel F760R (Shown) or Trim 12-14 x 1t" Eave Gutter Rake Slide F215 End Cap F760L (Opposite) So W/Washer Standard F760 (Shown) Note "A" Standard Largeat 1'-0 O.C. Large F4130 F761R (Shown) F413OR (Shown) Fastener #14A Rake Trim Outside Panel Closure Outside Panel Closure F761L (Opposite) F4130L 0 Field Determine Faroe (Opposite) F49aoer Trim 60 81/2 Member Soffit -- (See GD06003) (See GDO6003) _PBR F296410 Member 500'O.C. F4131F4131L(Opposte) 0txner J"#14 Fastener 114 End Cap 2" O.C. max. 1/6 x 3/16" Fastener Gutter 12 at Standard Po Rivet 1'-0" O.C. 1 j" Eave Trim 12-14 x 1}" SD W/Washer (14) at Large 1 1/4" Eave Can projection F2955 Fastener #4A Without Closure Fastener #4A }-14 x a" SO W/Washer 1.) Apply Tube Sealant to End Cap bottom and side tabs. Install Fastener #14 }-14 x a" SO W/Washer at 1'-0 O.C. Cap at a field determined distance in from the end of the "0 x {�" "Optional" Outside at 1'-0 O.C. Altemate(sliding) Standard(Fixed) Gutter. Inspect after installing and seal any gaps with Tube 3'-0 O.C. Panel Closure For roof runs greater than 100' For roof runs 100' or less 9 Sealant. 1}" Standard (See GDO6002) With Closure 2.) Attach Eave Gutter to Roof Panel locating end past face of Fastener #14A } Panel or Trim. (See Gutter Placement) 1" Large i"0 x Ir 1'-0 O.C. 3.) Align edges of Eave Gutter and Rake Trim and attach Rake Steel Face of Panel Trim as shown. Apply Tube Sealant along edges to seal. Line or Trim 4.) See Eave and Rake Construction Details included with Erection Gutter Placement Drawings for attachment of Eave Gutter and Rake Trim to Roof and Walls. PBR Panel - Southern Standard and Southern Large •ITVPR05003 Classic Rake Trim - Open Wall Ma '16 04 Fastener #4 4-14 x }" LL SO W/Washer Tape Sealer at 1 -0 O.C. HW506 • Fastener #17A Roof Panel 12-14 x 14" SD W/Washer at 2'-0 O.C. Rake Trim Standard F764 (shown) Large F4150 Fastener #17A 12-14 x 14" SO W/Washer at each purlin Rake Angle RA1 See Below Spacer Trim F2901 - B" Member _ F2914 - 10" Member 4 Fastener #17A 12-14 x 14" F2927 - 12" Member teel SD W/Washer no each pudin Rake Trim Rake Trim Rake Slide Trim Fastener #4A F215 }-14 x }• SD W/Washer :� i�'e� �. c� 04A at 1 -0 O.C. J' So W/Washer }-14 x SD te Washer at 1'-0 D.C. ISSUE DATE DESCRIPTION BY CK'D DSN HERITAGE A 10 10 17 FOR CONSTRUCTION PERMIT PNR PNR ASM 2612 GRIBBLE STREET �� �• •�'�cr •� <1 Standard Alternate BUILDING SYSTEMS NORTH LITTLE ROCK, AR 72114 w �. 1 •� ®• For roof runs of For roof runs 1-800-643-5555 100' or less greater than 100' ffi6BaLed1919 ® � Note: For some special conditions the outside rib of the finish panel may fall PROJECT: . short of the rake trim. Use the rake extension trim for this condition. F Field ROBERT SANTOM • � STATE � �v cut the rake trim and rake extension trim if required. CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM a�o® LOCATION: PORT SAINT LUCIE, FL 34987��' a o0 • CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER IS � �� ve® ®�i®%;jlII 10/10/i7 N.T.S. 1 A 16—B-18275 DET9 A �rl PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch Panel at Head Trim PW07022 14ote: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 QB with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6' (+1" Lap when req'd) 3.. Opening Width 3" See PW07023 0 & PW07027 Head Trim F481 See PW07030 o Note: For "Optional" Fastener #14A a" x }" Pop Rivet Channel Closure Trim at 20" O.C. at Cold Form see PW07028 OR Fastener #207 12-24 x 11" Pancake DP5 at 20' O.C. at Hot Rolled o }' Bead of HW540 Tube Caulking 1" Lap with (2) from Header to Floor (see section) Fasteners #14b" x J" Pop Rivet Typ at Jamb Trim F482 Jamb Trim F482 Head & Jamb Trim or Alternate F484 or Alternate F484 when required. Field See notch as required. o PW07029 e 1 1 r Finish Floor Line I I o Width Note: All trim Is to be Note: Field measure Opening Width Installed BEFORE blanket and Height before making field cuts insulation Is applfed to walls. and adjust cut dimensions accordingly. PBR Wall Panel - Three Sided Framed Opening Field Notch Panel at Head Trim PW07023 Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 QH with Field Notch and Bend Tabs at Head Trim as shown on PWO7024 & PW07025. Opening Width + 6' (+1' Lap when req'd) Head Trim F4a1 Front View 1" Lap with (2) Fasteners End View #14 d' x J" Pop Rivet and HW540 Caulking Opening Width 3' Opening Width 3" /- Field notch Panel at Head Trim • Head Trim F481 J See PW07027 for Jamb Trim field cut detail Jamb Trim F482 or Alternate F484 Fastener #14A b" x }" Pop J Field cut Panel Rivet at 20" O.C. at Cold Form OR Fastener #207 12-24 x 1}" Pancake DP5 at 20' O.C. at Hot Rolled Note, Panel position is shown with Panel Rib and Opening on 1'-0 module. Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Opening Width and location. Field insulation is applied to walls measure before cutting Panel and Trim. STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) PBR Wall Panel - Three Sided Framed Opening Trim Installation with Field Notch and Bend Tabs at Head Trim PW07024 Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 Q@ with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Field Cut Opening Width + 6' (+1" Lap when req'd) and Remove Opening Width + 3" 1} Opening Width 1}" See PW07025 i & PWO7027 n Io oI Head Trim F481 See Field Notch and Bend PW07030 14" Tab behind Jamb Trim. Attach with Fastener #14 }" x f);" v -m Fastener #14A }" x }" Pop Rivet Pop Rivet. See at 20" O.C. at Cold Formo PW07025 for details. c OR s Fastener #207 12-24 x 1j" - Pancake DP5 at 20" O.C. at JHot L Rolled + x }" Bead of HW540 Tube Caulkin n from Header to Floor (see section) e c + o 1" Lop with (2 ) rn Jamb Trim F482 Jamb Trim F482 Fasteners 14 x N }" or Alternate F484 or Alternate F464 Pop Rivet Typ at = Head & Jamb Trim when required. Field m 0 See notch as required. o PW07029 Note: For 'Optional' Channel Closure Trim see PW07028 o Finish Floor Line o Width Note: All trim is to be Note: Field measure Opening Width installed BEFORE blanket and Height before making field cuts insulation is applied to walls. and adjust cut dimensions accordingly. PBR Wall Panel - Three Sided Framed Opening Field Notch and Bend Tabs at Head Trim PW070'e FLQtw: Trim Installation can be done by Field Notch Panel as shown on PW07022 & PW07023 QB with Field Notch and Bend Tabs at Head Trim as shown on PW07024 & PW07025. Opening Width + 6" (+1" Lap when req'd) -Opening Width + 3" -Note, Field measure Opening Width and 1}' *Opening Width 1}' cut Head Trim to -Field Cut required length. Remainder and Remove Head Trim F481 i 1 4 Front View End Vew See End Cut Detail 1 Lap with Fasteners #14 d" x J"' Po Pop Rivet and HW540 Caulking 1�" Opening Width Do not cut or - Note: All trim is to be remove back leg installed BEFORE blanket insulation is applied to walls Bend 11" Tab 1}' down 90 degrees Note: Panel position is shown with Panel Rib and Opening on 1'-0 module. Location of Rib may vary depending on Field Cut the Opening Width and location. Field and Remove measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) Opening Width If Opening Width Field Notch and Bend 1}' Tab behind Jamb Trim. Attach with Fastener #14 }" x f}" Pop Rivet Mg w • e �I I I I I 1 I I_/ / _. /. Head Trim F481 - t I I I II rn See PW07027 for Jamb Trim field cut detail rn Jamb Trim F482 or Alternate F484 -c d Fastener g14A }" x }" Pop oa Rivet at 20 O.C. at Cold Form OR Fastener #207 12-24 x 1 Pancake DP5 at 20" O.C. at Hot Rolled Field cut Panel '(� DATE DESCRIPTION BY CK'D DSN C® HERITAGE 2612 GRIBBLE STREET ® BUILDING SYSTEMS N0RTH 1-LITTLE-643-55 5 ROCK, AR 72114 ed,m Q� .• '. 0 .00 ® 71 7 ' `� 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM PROJECT: ROBERT SANTOM STATE OF •'•, CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM y ;� �5.,• LOCATION: PORT SAINT LUCIE, FL 34987 -�'O. •' • ®F��� ' •l�� �� • CAD DATE 10/10/17 SCALE N.T.S. PHASE 1 BUILDING ID A JOB NUMBER 16-8-18275 SHEET NUMBER DET10 ISSU A ® ly �`� ®0 �",illt �O PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening PBR Wall Panel - Three Sided Framed Opening Jamb Trim Field Cut Details PW07027 "Optional" Channel Closure Trim PW07028 Jamb Trim Installation PW07029 Head Trim Installation PW07030 411" Opening Width + 7' (+1' Lap when req d) 3k' Opening Width 31" PBR Wall Panel c • Altemat"Jamb Trim F484 Jab Trim F482 Top Vew Top View 'O Fastener #14A J" x J" Pop Rivet Jamb (Cold Form shown Hot Rolled Wall Member Screw _ 12-14 x at 5"-7"-5" Fastener #14A a" x a' Pop Channel Closure Trim • 4j' See at 20' O.C. at Cold Form similar) O.C. at Cold Form Rivet at 20" O.C. at Cold Form }" 3A" }" -Q m PW07030 a OR Fastener #207 12-24 x 1j" OR 12-24 x — at 5"-7'-5' OR c Pancake DP5 at 20" O.C. at "Optional" O.C. at Hot Rolled Fastener #207 12-24 x 1�' Field Cut and Remove t Fastener 14A x Po Rivet # �" �" P Hot Rolled Channel Closure Trim See PW07028 for details. Pancake DP5 at 20" O.C. at 11M Hot Rolled at 20" O.C. at Cold Form J OR Fastener #207 12-24 x 1}" Pancake DP5 at 20" O.C. at Double Sided Tape" (Not by Bld'g Mfg) }" Bead of HW540 Tube Caulking 9 = Hot Rolled Blanket Insulation (Header to Floor) Head Trim F481 'Optional' Header m"� C 1" Lap typ at Head i �� Channel Closure Trim (Cold Form shown L B Cut and remove + a Channel Closure Trim & Jamb when required. Field �� -�e See PW0728 for details Hot Rolled similar) o- B remainder of front fold L o a Channel Closure Trim cut to length if req'd i + o, = and notch. •,C\\ «. 3 (2) Fasteners #14 0 See PBR Wall Panel J ` Field Cut Wall Panel = c Side View at Head Trim o il" x 4" Pop Rivet d PW07029 c at la P oa Note: Terminote Blanket Insulation at capillary lip of Jamb Trim n o d a. O m Finish Floor Line Opening Width N = 1" Lap when required. '1' c Field cut and notch cm Field flatten Trim leg when required p'� t as required. Finish Floor Line m 1' Field bend tab down 90 degrees Jamb Trim F482 (shown) � annel Closure 2}' Field cut and remove F981 Trim Piece Mark — B" member or Alternate Jamb Trim F484 m n o Channel Closure Trim F2994 F2991 3}" — 81" member — Sr member V F2992 F982 — 8j' member — 10' member Finish Floor Line F2993 3}' Field cut and remove F169 — 1Or member — 12" member =« F2995 — 12}" member Side View at Sill Trim Channel Closure Trim at Jambs Note All trim is to be lternate Jamb Trim F484 Profile Installed BEFORE blanket Jamb Trim F482 and Insulation is applied to walls Note, Panel position is shown with NsL; Field measure Opening Height Altemate Jamb Trim F484 Panel Rib and Opening on 1'-0 module. Note: All trim is to be before making field cuts and adjust Front Yew Note& Field measure Opening Width N� All trim Is to be Location of Rib may vary depending on installed BEFORE blanket cut dimensions accordingly. Right Jamb Trim as shown and Height before making field cuts Installed BEFORE blanket the Opening Width and location. Field (nsulation is applied to walls Left Jamb Trim opposite handL End Cut Detail and adjust cut dimensions accordingly. Insulation is applied to wal1s. measure before cutting Panel and Trim. • ode 8 61 i! B P P 9,�� ISSUE DATE DESCRIPTION BY CK'D DSN A 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM HERITAGE 2612 GRIBBLE STREET ••, 4 BUILDING SYSTEMS NORTH 1u 00-643-5555 72114 TTLE ROCK, AR .�7 STANDARD FRAMED OPENING DETAILS (PBR WALL PANEL) STATE OF CONT. PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM � •,.� �p •' �C®�i�••�®O� LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEi NUMBER ISSUE�1V N ® 10/10/17 N.T.S. 1 A 16—B-18275 DEf11 A PBR Wall Panel - Walk Door & Glass -Front Walk Door 'PWO902; Trim Installation with Field Notch Panel at Head Trim I Ma '14 110 Nat '. Trim Installation can be done by Field Notch Panel as shown on PWO9022 & PWO9023 DR with Field Notch and Bend Tabs at Head Trim as shown on PWO9024 & PWO9025. `o 0 o Door Width + 6}" (+ V-6 for each SideLite) O Y c 3 1}" Door Width + 3}" (+ 1'-6 for each SideLite) 1}" `o o o See PWO9023 o I L& PW0902Fo o N 3 n Head Trim F481 See PWO9030 or PWO9032 Fastener #14A J" x J" Pop Rivet at 20" O.C. t rn X �I }" Bead of HW54_ Tube Caulking `o from Header to Floor (see section) o 0 of Jamb Trim F482 Jamb Trim F482 i� o or Optional F484 or Optional F484 See o PWO9029 or PW09031 Finish Floor Line I o Door Width (+ 1'-6 for each SideLite) I Ili" Door Width + 3a" (+ V-6 for each SideLite) Note; All trim is to be [ad I Field measure Door Wldth and installed BEFORE blanket ht before making field cuts and insulation is applied to walls. st cut dimensions accordingly. PBR Wall Panel - Walk Door & Glass- Front Walk Door PW04 Field Notch Panel at Head Trim Dec'11 Note: Trim Installation can be done by Field Notch Panel as shown on PWO9022 & PW09023 gg with Field Notch and Bend Tabs at Head Trim as shown on PWO9024 & PW09025. Door Width + 3}" (+ V-6 for each SideLite) 4" Door Width 1'-6 for each SideLite) 1}' e Head Trim F481 See PWO9027 for Jamb Trim field cut detail STANDARD WALKDOOR WITH FRAMED OPENING DETAILS (PBR WALL PANEL) Jamb Trim F482 or Optional F484 I I Fastener #14A }" x Pop Rivet at 20" O.C. Panel Rib Door Width + 3}' } (+ 1'-6 for each SideLite) Door Width + 1'-6 for each SideLite) 1}' Field notch Panel at Head Trim Nnsg, • position Is shown with . Panel Panel Rib and Door on 1'-0 module. Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket the Door Width and location. Field insulation is applied to wallsmeasure before cutting Panel and Trim. DATE I DESCRIPTION 10/10/17 1 FOR CONSTRUCTION PERMIT PBR Wall Panel - Walk Door & Glass -Front Walk Door PW09 Trim Installation with Field Notch and Bend Tabs at Head Trim May'14 N2to Trim Installation can be done by Field Notch Panel as shown on PWO9022 & PW09023 pR with Field Notch and Bend Tabs at Head Trim as shown on PWO9024 & PWO9025. `o 0 Door Width + 6}' (+ 1•-6 for each SideLite) , O Y 0 0 3 1}' Door Width + 31" (+ 1'-6 for each SideLite) 14' o v= c See PWO9025 x o a & PWO9027 3 � o 0 in N �i c� PBR Wall Panel - Walk Door & Glass -Front Walk Door PWOE Field Notch and Bend Tabs at Head Trim Dec'11 Note: Trim Installation can be done by Field Notch Panel as shown on PW09022 & PWO9023 O$ with Field Notch and Bend Tabs at Head Trim as shown on PWO9024 & PWO9025. Door Width + 6}" (+ 1'-6 for each SideLite) 1}" Door Width + 34" (+ P-6 for each SideLite) 1}" Head Trim F481 V Front View Head Trim F481 Field Notch and d w See Bend 1}" Tab See End Cut Detail PW09030 behind Jamb 1}" Opening Width or PWO9032 Trim. Attach Do not cut or Nag:. All trim is to be with Fastener 4See remove back leg installed BEFORE blanket Fastener #14A a" x j" pop Rivet insulation is applied to walls 1 Pop Rivet at 20' O.C. PWO9025 for details. Bend 1}" Tab 1� down 90 degrees Note: Panel is position shown with Panel Rib and Door on 1'—O module. Field Cut Location of Rib may vary depending on }' Bead of HW54— Tube Caulkin the Door Width and location. Field from Header to Floor (see section) and Remove measure before cutting Panel and Trim. End Cut Detail (Viewed from top of Head Trim) Ck Panel Rib Jamb Trim F482 Jamb Trim F482 1' or Optional F484 or Optional F484 Door Width + 34" (+ 1'-6 for each SideLite) 1}7Door Width + 3}' Door Width (+ 1'-6 for each SideLite) (+ 1'-6 for each SideLite) 1if" o See PWO9029 o Field Notch and Bend 1}" Tab o :. or PWO9031 behind Jamb Trim. Attach with o° It: Fastener #14 x {);" Pop Rivet � m a 30 Finish Floor Line%x u Head Trim F481 0° 1 Door Width (+ 1'-6 for each SideLite) " Y See PW0902 7 for JambI c 3 I Trim field cut detail A I I I II Door Width + 3}" (+ 1'-6 for each SideLite) c o o JambTrim F482 or 0e tional F484 o � I ° Note: All trim is to be �ftt Field measure Door Width and i. 3 installed BEFORE blanket before makin field cuts and Fastener #14A J' x }" .» 9 Field cut Panel insulation is applied to walls. dyst cut dimensions accordingly. Pop Rivet at 20' O.C. I T r HERITAGE 2612 GRIBBLE STREET BUILDING SYSTEMS NORTH 1LITTLE ROCK, AR 643-5555 72114 Jbt&bfiskd1M PROJECT: ROBERT SANTOM CUSTOMER: ROBERT SANTOM OWNER: ROBERT SANTOM LOCATION: PORT SAINT LUCIE, FL 34987 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER 10/10/17 N.T.S. 1 A 16—B-18275 c .. STATE 0f SHEET NUMBER ISS '48j DET12 A PBR Wall Panel - Walk Door & Glass -Front Walk Door PW09027 PBR Wall Panel - Knock Down Walk Door P�PW09031 PBR Wall Panel - Knock Down Walk Door "PW09032 Knock Down Door With Jamb Extensions Pail 9AC05144 Jamb Trim Field Cut Details Dec " I1 00 Jamb Trim Installation Head Trim Installation With Low Girls With Welded Clip Jambs Mar "15 02 Mar'15 02 Cate R03 Oct'16 Jamb Extension $L (See AC05138) Girt D "A" "B" See Note HW54_ Girt PBR Wall Panel D See AC05145 See AC05145 ( ) ( ) 1}• 1}• Urethane Tube Sealant Door Frame Jamb }"o Bead Header to Floor m Qptional Jamb Trim F484 Jomb Trim F482 Top View Too Vtew RAI Sheeting Angle From base to 7'-6• girt Fastener #17A 12-14 x 1}" SD W/Washer Jamb Fastener $12A Jamb Extension 1anca x 1� • `o `0 4J• Field notch at girt and base member, attach with (2) Fastener 12A 12-14 x 1' at 1'-0' O.C. Extension Pancake SD Door Frame W/0 Washer 0 0 Pancake SD W/0 Washer Jamb (10 Req'd) 3" 3 " r i } at each member Fastener #17A Ael ii o ii o o o Field Cut and Remove o Walk Door Jamb Fastener #14A }"O x i" Pop (Profile may wry) 12-14 x 1}" SD W/Washer at 5"-7"-5" O.C. Fastener j/14A"0 z �" Pop Detail "B" Without Girt Jamb Extension Isometric C. Detail "B-1" With Girt I • 01 Rivet SS at 1'—B" O.C. Rivet SS at 1"-8" O.C. Low Girt HW9582 for 8}" Door Frames (See AC05145) (See AC05145) V 3 3 Walk Door Double Sided Tape (Not by Bld'g Mfg) HW9876 for 10}" Door Frames n _ _ _ _ HW9877 for 12}" Door Frames I �3" 2" Glass —Front Door i� Blanket Insulation Walk Door Angle (WDA) Field cut Used to Brace Strike Side of Door G•xt Jamb When low Girt at Elevation Cut and remove i 2'-6' thN 4'-6' is not Present J01nb f remainder of front fold i j �� (See AC05145) Field Cut Wall Panel Head Trim F481 Walk Door Header p Attachment to Comrete "D" v� not by Metal Bldg. Mir. `o Side View Head Trim a PBR Wall Panel (Profile may vary) r at a� Y I `o Note:Teanincte Blanket Insulation at capillary lip of Jamb Trim p y P o o° = s g Door Width 8' Note: Detail "A" ^ 00 3 c 1}' Door Width " ° 3 3 00 If Girt hos a 31" Flange Feld Framing Elevation Notch Jamb Extension Channel 3 0 Field flatten Trim leg when required o o to Clear Girt lip. Do not Notch Girt lip. �—{ w �I Door Width + 3J" Jamb Trim F482 (shown) or Optional Jamb Trim F484 Attach Door Jambs Jamb _ o 0 0 With J"0 Anchors j i� Door Jamb 4 (See AC05130) Jamb w o m }"0 Anchor Finish Floor Line _ Rods Finish Floor Line o, NM Steel Line N S' 11i Side View at Sill Trim Optional Jamb Trim F484 Profile 1�• Detail ,"A" Jamb to Finished Floor Jamb Trim F482 and Note: Panel position is shown with 8" Door Width 8' Note: Fleld measure Door Height before 0 tional Jamb Trim F484 Panel Rib and Door on l'-0 module. Not,, All trim is to be making field cuts and adjust cut dimensions Front View Note: All trim is to be Location of Rib may vary depending on installed BEFORE blanket Section ""D" accordingly so that Jamb Trim fits to Head Right Jamb Trim es shown installed BEFORE blanket the Door Width and location. Field insulation is applied to walls. before Panel Trim. Insulation Is applied to walls. Trim & at 11" below Finish Floor Line. Left Jamb Trim opposite hand measure cutting and Knock Down Walk Door 'AC05145 With Welded Clip Jamb Mar'15 01 SL (2) }'0 Bolts Girt Girt at 7'-6" STANDARD WALKDOOR Jamb L JI „ „ Door Header Frame A Section J WITH FRAMED OPENING DETAILS (PBR WALL PANEL) (See AC05144) Section"B" Walk Door Clip (WDCB,WDCI0,WDC12) (See AC05144) (4) Fastener #12A 12-14 x 1" SO Pancake W/0 Washer at each side Low Girt Jamb Door Strike Frame Door Angle Clip 2'x4"x6" long Frame Field cut from RAI O (9) Fastener g18 } —14 x 1}" SD W/D Washer N � g Jamb (2) }70 Bolts Fastener #1B Section "C" J-14 x 1}' SD (See AC05144) W/O Washer „ „ Walk Door Angle WDA Detail B Used to brace Strike Door Frame (See AC05144) when low girt at elevation 2'-6" thru 4'-6"is I I/piO not Field pf esentand bend. ®�®�®tle y i �' WX lkDClip (WDCB2) Note: When Flush/1" Inset Column Qe qi• •� (4) A 1s less than V-6" from Jamb see AC05154 ,2_,4 x ke ISSUE DATE DESCRIPTION BY CK'D DSN z.. W/O washee Angle Clip 2"x4"x6" A 10/10/17 FOR CONSTRUCTION PERMIT PNR PNR ASM HERITAGE 2612 GRIBBLE STREET ® q NORTH long Field Wit from RAI BUILDING SYSTEMS LITTLE ROCK, AR 72114 1 1-800-643-5555 (9) Fastener /pB } —14 x 1}" SD W/0 WasherBI919�iJomb PROJECT. ROBERT SANTOMS i�1TE yrCUSTOMER: Girt ROBERT SANTOM OWNER: ROBERT SANTOM•�•StrikeLow y. qDoor LOCATION: PORT SAINT LUCIE, FL 34987 • 0R1,6"•Frameo �,�+• et r olumni 2'-4' or less -1" CADFD,,ATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBER ISSUE ®4®�®��I A- 0® from Jamb slush/1"ee AC (See AC05144) ®B� 0/1% N.T.S. 1 A 16—B-18275 DET13 A 4/•3���