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i NOy ENGINEERING ANO ENVIRONMENTAL A ENGINEERING & FIELD DENSITY REPORT (ASTM D 6938) PROJECT: FPL Port St. Lucia - 3301 Orange Avenue DATE: 8/27/2018 . EAP@LED OWNER: Fen BY: Jamey Cote Contractor: Glotel ORDER 0 82918 MAIN LOCATION: Proctor Information:. ezoceor xct Soil Description P MADE Dry Density opt Moist $ Dark Brown Run W/ Little Gravel zed Limestone 111.1 30.2 Test M Location Test Depth Wet Density (PCF) - $ Meist Dr, Density (PCF) $ comp• Req.% Proctor I.D. Status Pill i Center of Pad 12• 11B.8 6.9 ill 100% 95% P.S. 1 2 Foundati0as 12- 116.5 7.2 109 98, 95t Paee 1 MAEE: Trorler Mudd:_ 3430 SERIALNUMBER•_ 36393 1 - Meets compaction specifactions 2 - Does not meet compaction specifactions A - Meets moisture specifactions B - Moisture content below specifactions C - Moisture cote.t exceeds specifactions DENSIY STANDARD CO;RTS"11IIII II // PS 1. Stra__ 1. 6tsuctvral PSll MOISTURE: V IER / Utility Be kill ........• �iA 3. Miec: Back£111 DENSrrY: �'' LICE '•:`7 !Xinished Subgrade N SGone Baae course PILL TYPE: sty` c. Other .a: 76? - mN sj?a�anc `. N OVA Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor) ASTM D 1557 Project: FPL Port St. Lucie Project ID: Address: 3301 Orange Avenue Report ID: Client: Glotel Permit Number: Soil Location: Equipment Pad Sampled By: Charles Allenger Date Sampled: 8/22/2018 Tested By: Eddie Ramos Date Tested: 8/28/2018 Soil Description: Dark Brown SAND w/ Little Gravel Sized Limestone Soil Classification: Poorly graded sand (SP) Test Method Used: Method C Preparation Method Used: Moist Type of Rammer: Mechanical As -received Water Content: Specific Gravity: Specific Gravity Test Type: Comments: Sieve Results Sieve Size (mm) WeightlbRetained Percent Retained 3/4" 19 0.0 . . 3/8" 9.5 0.0 #4 4.75 3.5� ,6.0% Pan 0 55.0 94.0% 115 114 113 112 111 V 110 IL 109 108 z 107 w o 106 105 104 103 102 101 100 4 5 6 7 8 9 10 11 12 13 MOISTURE % Dry Density p Moisture 102.0 6.1 108.2 8.1 111.1 10.2 109.5 Maximum Dry Density (pof) 111.1 Optimum Moisture (%) 10.2 uc � No m ' (p4ivi2�0�ene TO z, R. x 10. M2 GIVE \ 0111111110 S N AY#4 ENGINEERING AND ENVIRONMENTAL 1-. 0 FIELD DENSITY REPORT (ASTM D 6938) PROJECT: FPL Port St. .Lucie - 3301 Orange Avenue DATE: 8/27/2018 SAMPLES OWNER: FPL BY: Jamey Cute COnt.ctOr: Glotel ORDER ® 82718 MAIN LOGTION: .meter lafnrmatinn: PmrtOr ID: Soil Description Max Dry Density opt Moist % 'Dark Brown SAND W/ Little Gravel'Siaed Limestone 111.1 10.2 Test B Location Teat Depth Wet Density (PCF) $ Moist Dry Density (PCP) $ Comp. Reg.$ proctor I.D. Status Fill 1 Center of Pad 12' 118.8 6.9 ill loot 95% Pass 1 2 POuadatiOas 12' 116.5 7.2 109 98t 95t Pass 1 MAKE: - Troxler MW,I:_ 3430 SEIMLNUA)BER, 36393 1 - Meets compaction specifactions 2 - Does not meet compaction specifactions A - Meets moisture specifactions B - Moisture content below specifactions, C - Moisture cutent exceeds specifactions D_ENS_IY STANDARD COUNiS: - FILL TYPE 1. Struttural Pill MOISTURE: Q`" I " ! Utility Backfill } Sp;IIER /jiniehedcSubgrade kfill DENSITY: LICE '• sfyne 9aee course FILL TYPE: NiS �r1Ira. other C = m•'. J.eiimen P Ic N OVA Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor) ASTM D 1557 Project: FPL Port St. Lucie Project ID: Address: 3301 Orange Avenue Report ID: Client: Glotel Permit Number: Soil Location: Equipment Pad Sampled By: Charles Allenger Date Sampled: 8/22/2018 Tested By: Eddie Ramos Date Tested: 8/2812018 Soil Description: Dark Brown SAND w/ Little Gravel Sized Limestone Soil Classification: Poorly graded sand (SP) Test Method Used: Method C Preparation Method Used: Moist Type of Rammer: Mechanical As -received Water Content: Specific Gravity: Specific Gravity Test. Type: Comments: Sieve Results Sieve Size (mm) weightlb etained percent Retained 3/4" 19 0.0 3/8" 9.5 0.0 # 4 4.75 3.5 6.0% Pan 0 55.0 94.0"/0 115 114 113 112 111 V 110 a 109 108 z 107 w G 106 }a' 105 104 103 102 101 100 Dry Density Moisture 102.0 6.1 108.2 8.1 111.1 10.2 109.5 12.7 Maximum Dry Density (pcf) 111.1 Optimum Moisture (%) 10.2 ` %I I I I I.111,111 SW IER 1//�,�� `� ucFNs •.�,L 4 5 6 7 8 9 10 11 12 13 1ar�C MOISTURE % f N P VA- ENGINEERING ANO ENVIRONMENTAL A FIELD DENSITY REPORT (ASTM D 6938) PROSECl: FPL Part St. Lucie.- 3302 starts AVenue DATE: 8/27/2018 SAMPLED . OWNER: PPL EY: Samay Cote Contractor: Glotel ORDER P 82718 MAIN LOCATION: Proctor icfarmaticn: PrccLcr ID: Soil Description Max Dry Density oPc Molec $ Dark Brow. SAND W/ Little Gravel Sired Limestone 511.1 10.2 Test g Location Test Depth Net Density (PCF) $ Moist Dry Density (PCF) $ Comp. Reg.$ Proctor I.D. Status Pill 1 Center of Pad 12• 118.8 6.9 ill 100% 95t Pass 1 2 Foundations 12• 116.5 0.2 109 98% 95$ Pass 1 MAKE: - Trorler Madel:_ 3430 SERIAL NUMBER:, 36393 1 - Meets compaction specifactione 2 - Does not meet compaction specifactions A - meets moisture specifactions B - Moisture content helw speci£actions C - Moisture Intent exceeds specifactiona DENSIY. STANDARD l Pv_.I.ER.........f/ ILL TYPE__ �\ Jf. ••... ✓/ f��truttural Fill Mo1s3vRe:1litsaekesiill DENSM: : • ! 13ahed 8uhgrade /L 1� O 6 6.. 1toee Baee Course FMLWPE:-- xx2j6`2 8.1 FMBL Other — 0 Y / 2;•I \ / \ /�'�/ EN�x\\\I N OVA Laboratory Compaction Characteristics of Soil Using Modified Effort (Proctor) ASTM D 1557 Project: FPL Port St. Lucie _ Project ID: Address: 3301 Orange Avenue Report ID: Client: Glotel Permit Number: Soil Location: Equipment Pad Sampled By: Charles Allenger Date Sampled: 8/22/2018 Tested By: Eddie Ramos Date Tested: 8/28/2018 Soil Description: Dark Brown SAND w/ Little Gravel Sized Limestone - SoilClassification: Poorly graded sand (SP) Test Method Used: Method C Preparation Method Used: Moist Type of Rammer: Mechanical As -received Water Content: Specific Gravity: Specific Gravity Test. Type: Comments: 115 114 113 Maximum Dry Density (pcf) 111.1 112 111 V 110 Optimum Moisture (%) 10.2 a 109 I}- 108 z 107 w ci 106 105 104 Ill��i 103 : IER ���/✓ �P........ 102 LICFNs�/�� 101 A'o. 100 = 4 5 6 7 8 9 10 11 12 13 :4MOISTURE % %_ '• r T vii;P�J� enez;' � 2a62P� G���\� Sieve Results Sieve Size (mm) WeightlRetained b percent Retained 3/4" 19 0.0 3/8" 9.5 0 0 # 4 4.75 3.5 6.0%. Pan 0 55.0 94.0% D Density c Moisture 102.0 6.1 . 108.2 8.1 111.T 10.2 109.5 12.7 F I B R E 0 N D State of Florida Plan Approval Model: D11027 12'0" x 25'0"x 9'0" Equipment Shelter .umro uei.wro�n.a ..awmeoma aron oc wnveq FPpiOYEO BI ��a �mv }enuc w.roacm .�oav'�� Manufactured by: Fibrebond Corporation 1300 Davenport Drive Minden, Louisiana 71055 (Voice) 318-377-1030/800-824-2614 (Fax)318-371-6391 www.fibrebond.com PRODUCT APPROVAL SCHEDULE Manufacturer: Fibrebond Corporation Plan # D11027 As required by Florida Statute 553.842 and Florida Administrative Code 61G20-3.006, please provide the information and the product approval number(s) on the building components listed below if they will be utilized on the manufactured building for which you are applying for NTA certification. We recommend that you contact your product supplier should you not know the product approval number for any of the applicable listed products. More information about statewide product approval can be obtained at www.floridabuiiding.oro. Category Manufacturer Product Description Approval #(s) EXTERIOR DOORS Swinging CECO 1 367018,GA GALV. FL16355.2 Other - Hine 4.5" x 4.5" hinge FL16355.2 Other - Lock SARGENT Lock grade 1 w1lever handle FL16355.2 ROOFING PRODUCTS Single Ply Roofing Sys. ALDO Roof Coating System FL17054:1 LOUVERS GREENHECK 36" x 36" EXHAUST Louver FL10088.1 GREENHECK 48" x 48" INTAKE Louver FL10088.1 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector at the manufacturing plant: (1) Copy of the product approval from the Local or State Building Commission, or supply all of the information listed on Form No.9B- 72.130(5). (2) Copy of the applicable manufacturers' installation requirements. I understand these products may have to be removed if approval cannot be demonstrated during inspection. Dean Williams 8/18/2017 Ma acturer's Autho ' d Agent Signature Printed Name Date Ttlf+�aW/MnM LTt1M {R CyxY �NhNnNnlBtlp ASdtltptlCebN 1bYY t4 NntlP�p�rjaM tlgvY One W�rv�SM � rtm uarovm "Y �"°°btl mettle 9"'r n N RING. �"+r nuv Z 00111, R P.E.R.T. 6/15/2015 ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT Application Number: FL16355.2-R1 EX Project Number: 15-2607b Product Manufacturer: Ceco Door Products Division of ASSA ABLOY Door Group, Inc. Manufacturer Address: 9159 Telecom Drive Milan, TN 38358 Product Name & Description: Flush Single Commercial Steel Doors Large Missile Impact Resistant Scope of Evaluation: b�,.lv',MhG..atl NaWf4 w..ewbrtgw�. lvme a. .� AVFP"VEDfiY H,:aq! avu. 011' ww: N RINC. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing #15-2607b titled "Ceco Door Flush Single Doors", sheets 1-12, prepared by Engineering Express®, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #57807.01-201-18, 51287.05.201-18, 60259.03-201-18, 60259.02-201-18, 67011.01-201-18, 98743.01-201-44,0244412.01, C0757.01-201-18, B0127.01-201-18, C5148.01-201-18, 80126.01-201- 18, B0127.01-201-18, A4872.01-201-18, A2211.01-201-18, A4870.01-201-18,A0408.01-201-18, 80333.01-201-18, 70601.01-201-18, A0509.01-201-18, 69698.01-201-44 by Architectural Testing Inc. (ATI), #3037990-Z by Intertek Testing Services (ITS), 0096-0121-02, 0096-1102-01, and OQI�9fh7Q9-96 by Hurricane Test laboratory (HTL). N L,,, , ��hq,- Large missile impact resistance and cyclic loading performance. have been tested in accordance with TAS 201 & 203 test standards per test report(s) 67807.01-201-18, 51287.05-201-18, 60259.03-201-18, 60259.02-201-18, 67011.01-201-18, 98743.01-201-44, 02-44412.01, C0757.01-201-18, 80127.01- 201-18, B0126.01-201-18, B0127.01-201-18, A4872.01-201-18, Original E eerVe�`==} Pages,Z .,riiroug{aIIG a iL 0 29145 A2211.01-201-18, A4870.01-201-18,A0408.01-201-18, 80333.01-201-18,70801.01-201-18, A0509.01-201-18,. Frank L.� r,o # PE0046 VIO S� ' /®fit 69698.01-201-44 by Architectural Testing Inc. (AT[), #3037990-2 �. A PRODUCT OF ENGINEERING EXPRESS@ A FRANK L. BENNARDO, P.E. INC INNOVATION 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX:954-354-0443 WWW.ENGEXP.COM FORM ENGINEERING EXPRESSO 6/15/2015 E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) by Intertek Testing Services (ITS), 0096-0121-02, 0096-1102-01, and 0096-0709-96 by Hurricane Test laboratory (HTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Documents (the engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this products respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) 64.YMkY9y[M tlRmx WdYh1f IPo1rvu.FF ��� F.�a IR 0twp VH. xah V[T+•.��m� rRNC. Aw Nam A PRODUCT OF ENGINEERING EXPRESSO A FRANK L. BENNARDO, P.E. INC INNOVATION 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ON r14 ENGINEERS NC. PLANNERS 006NCIF tHOAKL DAVW4L • PA.BOX490 • NAPPANG11,IN0LANA46650 PW NM: 074-773-7970 WGB: WWW.NTAINC.COM FAX: 574-772-2732 August 21, 2017 Fibrebond Corp 1300 Davenport Dr. Minden, LA'71055 RE: MFT-27-D11027 NTA Jos NUMBER: D11027 Dear John Olmstead: RECEIVED MAY 4 r; Z018 Permitting Department St. Lucie County The referenced manufactured building has been reviewed and approved. NTA, Inc. certifies this plan is in compliance with 2014 Florida Codes with 2016 Supplements as referenced in the approved drawings. This approval covers the factory build structure only. Any alterations to the factory built structure, on site, voids the approval. This plan is subject to the following limitations: 1. This plan is approved for High Velocity Hurricane Zone (i.e. Broward and Dade Counties). 2. Signed and sealed plans are on file with NTA, hie. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Items installed on site are subject to review and approval by the local authority having jurisdiction. Please reference the list of site installed items on the approved plans. 5. This review included products for compliance with 553.8425 or FAC Chapter 61G20-3. If you have any additional questions or comments regarding this matter please contact me at your convenience at(574) 773-7975. Respectfully, Wichael Faffer Michael Faller Account Manager NTA, Inc. Florida Pin Approval Letter 2016-07-26 Page 1 of 1 rJ w Page Bottom System No. W-L-1001 XHEZ.W-L-1001 Through -penetration Firestop Systems Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all rases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field.. • When field issues arise, It is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics conceming` altemate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems �A I 2 LEI System No. W-L-1001 June 15, 2005 F Ratings — 1, 2, 3 and 4 Fir (See Items 2 and 3) T Ratings — 0, 1, 2, 3, and 4 Fir (See Item 3) L Rating At Ambient — less than 1 CFM/sq ft L'Rating At 400 F — less than 1 CFM/sq ft i-•I�oO,•nM f Tp lA WMY..[EN&6ii 4n{v.7 a •a.w m..en�wv�q�. rb.. a. wxwxn ' •wnovrn er F.we '��� IYIMINC.°= SECTION A -A /:.1 3 �3 1. Wail Assembly — The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the Individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 In. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 In. (35 mm) deep channels spaced max 24 In. (610 mm) OC. B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the Individual U300 or U400 Series Design in the UL Fire Resistance Directory, Max diam of opening Is 26 in. (660 mm). 2. Through -Penetrant — One metallic pipe, conduit or tubing Installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 In / (0 mm). (point contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast Iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile Iron pressure pipe. C. Conduit — Nom 61n. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be used: .wnaveoer w.mwav 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on N ....vw.Ma` piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTITE, DIV OF TITEFLEX 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG L L C 3. Fill, Void or Cavity Material* — Caulk or Sealant — Min 5/8. 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which It is installed, as shown In the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: • Max Pipe or Conduit Diam In (mm) F Rating Hr T Rating Hr 1 (25) 1 or 2 0+, 1 or 2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 6(152) 3or4 0 12 (305) 1 or 2 0 +When copper pipe is used, T Rating is 0 h. 3M COMPANY — CP 25WB+ or FB-3000 WT. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1 Last Updated on 2005-06-15 Ouestions7 Print this page Terms of Use Page Top @ 2016 UL LLC The appearance of a company's name or product In this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service, Always look for the Mark on the product. 'UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non- mi�jeading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory .with permission from UV must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2016 UL LLC". m.,bm�eb.mn m.rm. �m uc�.swerna,.a mwmx+. Y.Abh JYRnIy( 6iMZ WMM:xxp �n, •�"•• PPAWYfDOY w.uava �m- N AINC.� w.wsm.m • P�PP��PjOV�ED'aT �µy,• nx IYII INC. ^' = A 3MTM Fire Barrier Sealant CP 25WB+ Product Data Sheet 1. Product Description 3M" Fire Barrier Sealant CP 25WB+ is a high-perfor- mance, ready -to -use, gun -grade, latex -based, intumescent sealant that dries to form a monolithic fire - stop seal that also acts as a barrier to airborne sound transmission. 3M" Fire Barrier Sealant CP 25WB+ helps control the spread of fire, smoke and noxious gasses before, during and after exposure to a fire when installed in accordance with a listed through penetration or fire -resistive joint assembly system. 3M" Fire Barrier Sealant CP 25WB+firestops blank openings and penetrations passing through fire -rated floor, floor/ceiling or wall assemblies and other fire -rated interior building construction. The unique intumescent property of this material allows 3M" Fire Barrier Sealant CP 25WB+ to expand and help maintain a firestop. penetration seal for up to 4 hours as penetrants are exposed to fire. 3M" Fire Barrier Sealant CP 25WB+ exhibits excellent adhesion to a full range of construction substrates and penetrants. No mixing is required. High-performance firestop sealant that also helps minimize sound transfer Product Color: ■ Red Product Features • Firestop tested up to 4 hours in accordance with ASTM E 814 (UL 1479) & CAN/ULC S 115 • Fire Resistance tested for static construction joint systems in accordance with ASTM E 1966 (UL 2079) • Re-enterable/repairable • Meets UL 1479 aging requirements • Helps minimize sound transfer* • Applied with conventional caulking equipment (excellent caulk rate) • Extensive listed systems • Sag -resistant • Halogen -free • Excellent adhesion • Paintable • Water clean up Meets the intent ofLEEDO VOC ngulafiow—helps induce the quantity ofindoor air contaminants that may be odomus, irritaffngandhormful to the comfort andwell-being ofthe installers and occupants. <250g/L VOC contents (less H20 and exempt solvents). -Minimizes noise transfer—STC-Rating of54 when tested in STC54-rated wall assembly. 2. Applications High-performance 3M' Fire Barrier Sealant CP 25WB+ is ideal for sealing single or multiple through penetrations in fire -rated construction. 3M" Fire Barrier Sealant CP 25WB+ is typi- cally used in mechanical, electrical and plumbing applications to firestop openings created by the following penetrations in fire -rated floors, floor/ceilings or walls: metallic pipe, plastic pipe (excluding CPVC), conduit, power and communication cable, cable trays, busways, combos, insulated pipe and HVAC duct penetrations. 3M" Fire Barrier Sealant CP 25WB+ is also used to firestop blank openings and static constmctionjoints. 3. Specifications 3M" Fire Barrier Sealant CP 25WB+ shall be a one component, ready -to -use, gun -grade, latex -based, intumescent firestop sealant capable of expanding a minimum of 3 times its dried volume when exposed to temperatures above 1000017 (538°C). The material shall be thixotropic and shall be applicable to overhead, vertical and horizontal firestops. The sealant shall be listed by independent test agencies such as UL, Intertek or FM. 3M" Fire Barrier Sealant CP 25WB+ shall be tested to and pass the criteria of ASTM E 814 (UL 1479) Standard Test Method for Fire Tests of Penetration Firestop Systems, ASTM E 1966 (UL 2079) Standard Test Method for Fire Resistive Joint Systems and CANAMC S 115 Standard Method of Fire Tests of Firestop Systems. 3M" Fire Barrier Sealant CP 25WB+ meets the requirements of the IBC, IRC, IFC, IPC, IMC, NFPA 5000, NEC (NFPA 70) and NFPA 101. FIRE BAfiRIER SMOIESEAL T°4fl NLIN SOUND RAFM M54 C, iopm IhNo " UL F"VOM Oa QAVnYM4iQWL MRUSEN7F 00GH41ENETTMON _ F1FIESTOPSYSiFMS st£ M. FIRE RESISTAN CE DIRESTOW sons UDC , USTED .. nu.vaio oR raven ., 90G9 MA 90G9 FM APPROVED SUaIESAm S00NnRPE&FTRAIION - STAWALLI STALEMASUESU _ f ENTHE URFeFTEDITIOn FTHEFURC W THEf] tVVRVXGu OFTHE FMRC Ariwmxatsx: t LISTED o BOA Po i�41FP W ;, Us Ue�W e�PAT Oa - intertek Intertek F FEMPSYSTEMS FIRES7OP SYSTEMS. SFEPREInE1(DOa:CTGRY SEEW DIREGTOM Typically Specified Division Division 7 Section 07 84 00—Firestopping Related Sections Section 07 84 16—Annular Space Protection Section 07 84 43 —Fire-Resistant Joint Sealants Secfion 07 86 00 — Smoke Seals Section 07 87 00 — Smoke Containment Barriers Secfion 07 27 00—Air Barriers Section 2100 00 — Fire Suppression Section 22 00 00—Plumbing Section 26 00 00—Electrical For technical support relating to 3M Fire Protection Products and Systems, call: 1 -800-328-1687 For more information on 3M Fire Protection Products, visit: www.3m.com/firestop 4. Physical Properties Color: Red Application Temperature Range: 40° to 122°F (4°'to WC) (ASTM C 1299) Service Temperature Range: -20° to 180°F (-28° to 82°C) STC (ASTM E 90 andASTM E 413): 54 when tested in 54-rated wall assembly Surface Burning (ASTM E 84): Flame Spread 0 Smoke Development 0 Hardness (ASTM D 2240 ShoreA): 45 Tensile Strength: 85 psi (0.59 MPa) Volume Shrinkage (ASTM C 1241): 28% VOC Less HrO and Exempt Solvents: <1 g/L Dry: Under typical conditions of 75°F (23°C) and 50% R.H., sealant becomes tack -free in about ten minutes and dry -to -touch in 30 to 60 minutes. Full dry depends upon ambient conditions and volume of sealant. Typical dry rate is approximately 1/8 inch (3 mm) per day. Unit Volume: 10.1 fl. oz tube (298.7 mL, 18.2 in�, 20 fl, oz sausage (591.5 mL, 36.1 it), 27 fl. oz tube (798.5 mL, 48.7 in), 2 gal, pail (7.57 L, 462 in), 5 gal. pail (18.9 L, 1155 in) 5. Packaging, Storage, Shelf Life Packaging Product packaged in cartridge or pail is enclosed in HDPE plastic containers, sausage is packaged in aluminum foil wrap Storage 3M" Fire Barrier Sealant CP 25WB+ should be stored indoors in dry conditions between 40°F and 90°F (4°C and 32°C) in the original unopened package. Avoid repeated freeze / thaw exposures of the 3M" Fire Barrier Sealant CP 25WB+ prior to installation. Shelf Life 3M" Fire Barrier Sealant CP 25WB+ shelf life is 12 months in original unopened containers from date of packaging when stored above 68°F (2°C). Lot numbering (e.g. 8183AS): First digit = Last digit of year manufactured, Second to fourth digit = Julian Date, Letters = Random to distinguish between lot numbers 6. Installation Techniques Consult a3MAuthorizedFireProtection Products Distrihutor/DealerorSales Representative forApplicable UL, Intertek or other third party drawings and system details. Preparatory Work The surface of the opening and any penetrating items should be cleaned to allow for the proper adhesion of the 3M" Fire Barrier Sealant CP 25WB+. Ensure that the surface of the substrates are not wet and are frost free. Sealant can be installed with a standard caulking gan, pneumatic pumping equipment or it can be easily applied with a putty knife or trowel. Installation Details Install the applicable depth of backing material, if required, as detailed within the applicable UL, Intertek, FM or other third -party listed system. Cut the end of the 3M" Fire Barrier Sealant CP 25WB+ rube spout to achieve the desired bead width when applying. Install the applicable depth of 3M- Fire Barrier Sealant CP 25WB+ into the opening flush with the surface of the substrate, or as detailed within the applicable listed system, at the depth for the assembly and rating that is required. Tool within 5 minutes. Clean all tools immediately after use with water. Limitations Do not apply 3M" Fire Barrier Sealant CP 25WB+ when surrounding temperature is less than 40°F (4°C) and in conditions where seals may be exposed to rain or water spray within 18 hours of application. Do not apply 3M" Fire Barrier Sealant CP 25WB+ to building materials that bleed oil, plasticizers or solvent (e.g. impregnated wood, oil -based sealants, or green or partially vulcanized rubber). Do not apply 3M" Fire Barrier Sealant CP 25WB+ to wet or frost -coated surfaces or to areas that are continuously damp or immersed in water. NOTICE: This product is not acceptable for use with chlorinated polyvinylchloride (CPVC) pipes. 7. Maintenance No maintenance should be required when installed in accordance with the applicable UL, Intertek, FM or other third - party listed system. Once installed, if any section of the 3M- Fire Barrier Sealant CP 25WB+ is damaged, the following procedure will apply: remove and reinstall the damaged section in accordance with the applicable listed system, with a minimum 112 in. (12.7 mm) overlap onto the adjacent material. 8. Availability 3M" Fire Barrier Sealant CP 25WB+ is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M" Fire Barrier Sealant CP 25WB+ is available in 10.1 fl. oz. cartridges (12/case), 20.0 fl. oz. sausages (10/case), 27.0 fl. oz. cartridg- es (6/case), 2 gallon pails (1/case) and 5 gallon pails (1/case). For additional technical and purchasing information regarding this and other 3M Fire Protection Products, please call: 1-800-328-1687 or visit www.3m.com/firestop. 9. Safe Handling Information ConsultproduetsMaterialSafetyDataSheet(MSDS)priortohandlinganddisposal. Ole m m .e FYN4 .N, Building and Commercial Services Division 3M Center, Building 223-2N-21 a Paul, MN 55144-1000 USA 1-800-328-1687 www.3M.com/firestop Important Notice to User. Tedmirallnformatem The technical lnfamatian,remmmendationsandotherstatementscmtainedinthisdoctmentarebasedupontestsoroperi- ence that 3M begeves are reliable, but the accuracy or completeness of such information Is not guaranteed. Product Use: Many factors beyond 3Mk corneal and uniquelywithin user's knowledge and control on affect the use and performance of a3M product In a particular application. Given the vadelyof factors that can affect the use and performance of a 3M pmdum, user Is solely responsible for evaluating the 3M product and determining whether It Is 0t for a particular purpose and suitable for user's method of application. Way" and Unified Remedy. 3M warrants that each 3M Fire Protection Product Wit be free from defects In material and manufacture for 90 days from the date of purchase from We authorized distrinfloc 3M MANS NO OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY IMPLIED WARFAW OF MBRCHAMABILIIY OR FITNESS FOR A PARTICULAR PURPOSE. II a 3M product does not =term to this warranty, the sole and seclusive remedy is, at 3M's option, replacement of the 3M product or refund of the purchase price. Limitation of Uabllity: Except where prohibited by law, 3M will not be fiable for any loss or damage arising from the 3M product, whether direct, inchrect, special, Incidental a consequential, regardless of the legal theory asserted. Please Recycle. Printed in USA. © 3M 2010.All Rights Reserved. 3M Is a trademark of 3M Company. Pit other Literature Order Info: 98-0400-5012-6 trademarks are the property of their respective owners. A MODIAL-E Dii02yt DES/GN CR/TmR • STRRGTURE DESf•RIP'nON PRECASTP.4uEL TELECOMMLLNICATONS EQ.VJPMENTAµ1LDINO Or CµPANCY RISK CATEGORY III PRECAST CONCR.ETESEARINCI WALL/ INTERMEDIATE PRECASTSHEAR V'JALL µNHEATED ENCLOSED P.WLDING STRµCTµRE WITH LOWSLOPE ROOF DIMENSIONS `M.DTH 144 in LENGTH 300 1. FIEI BHT 1pg fo DE .IGN GORE 001:3 INTERN..^.TIONAL. SµIIDINCI CGDE MINIMµM DESICiN LOADS FOR S W LDINcIS AND OTNERSTRRCTµRES ASCE j.w CWLDINCI CCDE RECJJAIREFIENT5 FOR SI"RLtGT6LR4l CONCRETEACt,#28-S.T. OSHA REGµLATIONS DF..SIGN LOADS LIVE LOAD WIND LOAD FLOOR LIVE LOAD = !iM tt? 3 SECOND f1µST SPEED' 190 ; P9 ROOF LIVE LOAD = 105 psf EXPOSµRE CATECqORY C WALL LIVE LOAD = 10 psf ROOF ELEVATION Ft = 10 f SNOW LOAD PRES.Su,RE COEFF. IGZ = 0.85 GRO.LND SNOW L04D pA = 80 w: VELOCITY PEESswm-E stz = 66 psf T1fFR Al- FACTOR Ct = 1.2 MAIN FORZE RPSISTINC, SYSTEM IMPORTANCE FACTOR I = 1.1 NETPRESSµRE P = p2 Fcf EXPOSµRE FACTOR Cg = i:t ELe.me T.5 � COMPONENTS ASDPRE55µR ROOF SNOW LOAD g1 P.,F ZONE 4-AWAY FROM WALL P= jy- nsf 46 s ff SEISM[^.. LOAD ZONE 5AWAY FROM WALL P = 55 Psi 57 w MAPPER SHOT2TPERIDD SS= i.00 ZONV'"4�FSTOW'ARDS WALL T' ,'FYI psf 43 ?if MAPPED LOB C, PERIOD S1= 0.66 AWAY FROM ROOF = 84 nsF 50 Psf DAMPED A,CCELRATION SN,= 0.''s TOWARDS ROOF P= :3i p5f i-9 P5f DAMPED ACCELRATION Sot= 0." gcpi=(i'/-)ols IMPORTANCEFACTOR I= 1.25 SEISMIC DESICN CATECORy ➢ SEISMIC RESPONSE FACTOR Cs = 0.:?3 E21,0VALENT L-AMR.AL FORCE PROCEDI.LR.E SITE CLASS •D" RESPONSE COEFF. R= -4 IN-t-ET.'ME➢IATE MC70AST.SHEAR'WA(1_ OVEF-TREN.^y Rt FACTOR An= 2.5 FACTORED LOADACCELERA71ON 0,23 g MAT'^R.IAL DATA CONCRETESlMENGITH 501M p; STE'cLYIELD w iut CONCRETE WEir IiT iLs pcf LT NJT. rACTOR 0S.5 AUG 8 2017 i, l l,, 1Mi%1 �.4'M1W mnlTFa M ``t�' eM� f�)ffigawu v� �xax awx ` ~ 1� A1•INOYFDBY R�PYv`f G�~O p %OR rrl � sTATB OF - .4. 99 Fibrehond Corporation 1300 D mpon DINE Mindm, LA 71055 318-377-1030 MDDI CLE D1102YL INPLIT DIMENSIONAL DATA SLAB T-HIGCNESS JOISTSPACINCI _JOIST 4VES WIDTH J0IS7TF40K.NESS fOISTSPAN JOIST REINF. ARER CENTERR.EiNF. DEPTH END REINF. DEPTH SHEAR LENCIT-f OFFSET SLAB REINF. AREA REINF. DEPTH LOAD DATA LIVE LOAD SNOW LORD SEISMIC P,CCELERATION MATERIALDATA CONCRETE STT2.ENCTH' 5'1'EEL YIELD GALCLU.ATIONS PANELAF-FA DEAD LOAD SLAB SPAN = INC( VA INS we Wu= Mu — VK = (DMw = JOIST SPAN = o-id WL Ws we Wµ= Mu = vu = 0,Vtw = OVn 6.44 i u 5.375 -ix SA" in S,tl 'in 0.10 iN. ft 1.0 i'. W5 ps{ Rx ps{ n.14� o 5000 psi G0 all 1R iv 5s. rsf 1n5 psf al Psf 20 Psf 2V ns;' 53 f w/ft 404 jk.ia/r. Ok 1002 ?If 11 G..7 {C u4 P`f SG3 p;{ R ja{ 413 K 5040 fcl'[ 2s�s lu Los2G "I, -Lb alz 2515 tb orFs AVEP—ACjE TFFICILNESS #6 SAR. WITH 3/4' COVER ATMAXIMUA1 MOMENT AT MAXIMUM SHEAR. 6XG-D5XD5 W'WR. ms.»e.mwr:w amrm �B w+mwn,mmaYso »=nnametw.w ams,.as Ia+ow Y�anbM1Ai�VaYk >fYu' One mewW OR f - DEAD LOAD LIVE LOAD SNOW LOAD SEISMIC LOAD (FACTORED) MAXIMUM LOAD COMBINATION PARTIALLY FIXED SPAN wL-VIO D5AD LOAD LIVE LOAD SNOW LOAD SEISMIC LOAD (FAC'rOaED) MAXIMUM LOAD COMSINATION SIPAPLE SPAN WLn/2 ACI 319-OT ec(. 11-5 Fibrebond Corporation 1300 Davenport Drive Minden, LA 71055 318-371-1030 AUG 8 2017 1111111111'r J. �t'��i = * 1 yp 578"10 � w SVAV Of o��+� MOI;MLEF D=021* M- tNrur DJM6NS tOMAL- DAT-A SLAB THICKNESS JOLSTSPACIMC, j6is,r wm wirmt 12 11x JOISTTHICKNRSS JOLsrsPA" 1.44 44 j6Ls-r P-WNF. A2f5A 0.8e w keINF. Der-Tif 4.87 f. SHEAR LSHCtTH OFFSET 10 1. SLAB ,P-61 IgT, AREA. PdNF.DEPTH LOAD DATA Liv.c WAD SNOW LOAD 0 �f sEysmfe AW-CLEP-AVOW 0147 e: MATERIAL DArA Comel?.6T-E ST.P-Sm�r" 5000 -rt STEEL Y16LD 60 kd CALCiALATIONS PANEL MZeA DEAD LOAD SR Tit SLAB SPAN.= W01' 58 ,If VA 500 Psf WA 0 of vw a m.f Wlt =S:s9.;,.f Mm= VW= OMI.= +24 f,-tbft Ole OV, Pif Ok jmst SPAN ,01: 5z Iaf Vv.L soo It.f WS O. psf wc WK M" V"= 4490 J10 040, 17235 IN -lb ag ovµ= SY'49 It OK SOLID #6 SAX @ V e)OUW WITH 374 - coveiz I eavos ow N 14IN C. SOLID SLAB' DEADLOAD LIVE LOAD. SNOW LOAD S61,StAIOLOAD (RACTOIZ53-) mAximtim LOAD rbmwwA"c>N PARTIALLY FIXED SPAN� WL.-110 DUAP LPAPi UVE L:OAb .SNOW LOAD SEISMIC* LOAD. (FACTORED) MAximvjvi LOAD comswAiioN SIMPLE SPANWL2/2 Mr, 9 W117 ACI3:L4-Ozeq;11-5 Fibre_ bond Corporation 230 OAft.nPeaWwc M!40", i6 71 055 318-377-1030 MODI.iL6 A1102� WALL PANEL DIMENSIONAL DATA SLASTHICKNESS 4 iw RIB SPACINCL 12 Lw RiB WED WID1-H 12 Lw SOLID 1 IMTHICKNESS 4 iw AVERACIETHICKNESS RID SPAN SOS iw Rn3 EXT. FACE REINF. AREA OU& in. 6X6-D8XD8 WWR EXT. FACE REINF. DEPTH 2W iw TNT. FACE REINF. AREA 0,16 1.0 &X6-D8XD8 W WR INT. FACE REINF. DEPTH 2.00 4 SHEAR LENrTH OFFSET 10.00 Lr. SLAS REINF. AREA 0.16 Lwv{L 6X6-DSX➢8 WWR REINF. DEPTH 2.00 iw MATERIAL DATA CONCRETE STRENCTH 5000 psi msun STEEL YIELD mux..aasaarm e..ue.s+++oww uAm. cm< LOAD DATAppy®gya w•'~s'• LIVE LOAD 1,0 r..em n..m..m.e..� WINDLOAD-AWAY 77 psf RAG' �r✓..Iuac�¢o, vR WIND LOAD -TOWARDS 71 psf SEISMIC ACCELERATION CALCULATIONS D3YL 0 MAXIMUM OF 0.10 OR0.40*SA,•1' PANEL AREA DEAD LOAD 38 Psf SLAB SPAN = 0 Lw Wu= Y- psf MAXIMUM LOAD COMBINATION Mu = 0 fk-tb: fc PARTIALLY FIXED SPAN WUMID Vu= 0 ?if QMw= 1372 ft-Will, OVw = 2164 µf OK RIS - WIND AWAY FROM WALL SPAN = 9.00 fL WU= Y'j PLf ., MAXIMUM LOAD COMBINATION Mu = 779.6, fbtb SIMPLE SPAN wL2/8 Vu = 282 Lb pMrr.= 1372 fbtb QAe ov,= 1060 lb 09 ACI 318-02 Caj. 11-5 F-M- WIND TOWARDS WALL AUG 82017 SPAN = 9.00 f. WU = y1 ?If MAXIMUM LOAD COMBINATION Mu 722.9 ft-lb SIMPLE SPAN WL2/8 \k It J. Vu= 260.3 Lb QMw.= 13}2 it -Lb '9 ovn = 2060 L'o 0 AC1 318-0810L. I-L-5 VERTICAL LOADS HAVE BEEN CONSIDERED IN THE DESIGN OF THE WALLS. �p OF �SrATIE SECOND ORDER EFFECTS OF THE VERTICAL LOADS q 11,, N HAVE BEEN DETERMINED TOSS NECUCIMLI q .y't Fibrebond OR IO"� Corporation 1300 Davenport Drive Minden, LA 71055 318-377-1030 me.wmh.mw mafi• vn ,e��wa dv . s•` AWMDvt9eY P�VJ m� on RNc. N uvnc M0DkL6 D1102y" L4TER/}L,4NSFL�SGS • INPur NOTES DIMENSIONAL DATA TOTAL WIDTH i44 In • TOTAL LENGTH 300 1. TOTAL HEIGHT 108 ir. WALL THICKNESS 4 iw WALL HEIGHT 109 in TOTAL STRUCTKRE WEICIFIT 59.J' kip SHEAR WALL SEGMENT LENGTH 116 Lw NUMBER OF PTASE CONNECTORS Y, CONNCCTORS ARE DA`frON SUPERIOR F.Z NUMBER OF VERT. EDGE CONNECTORS 5 INSERTv65/PA193S7 IUADEDROD WALL CONN ECTORSPACINC 24 ix. CALCULATIONS EASE LOADS TRANSVERSE DIRECTON GOVERNS WIND SASE SHEAR.F. MOMENT 10.2 nip 45.¢ fL-kip woR mr ST;zr s SEISMIC SASE SHEARS MOMENT 10 kip 44.1 ft-kip wowuNels R 5 DIAPHRACIM FACTORED SH EAR STRESS Vu= 2 psi SFtEARSTRENGTH epVe = 60 psi OM but to the module height to width ratio and the dLaphragm thieleness, the dLaphragm shear stress for the seLsmtt Load or wind load Ls Low. Therefore, the diaphragms are OK by irspection and uo further anaLasis is required. - SHEAR WALL The rigid diaphragm wilt distribute the LateraL Load to the shear walls accordivxg IV relative shear wall ri0Wk1j. Without performing a rigid diaphragm anaLhsLs it can be rVISO"bLd assumed the eud walls resists half of the total LateraL Load. . WALA. HI51CILtT/LENGTH 09 TOTALFACTORED LOAD Vu = 4.1.. kip SFtEARSTRENGTH fpVe = 4yt.1 nip QLC CONNECTORS SHEAR FORCE Vu = 0.6 nip SHEARSTRENCITH tpVn= 49 kip WALL OLITOFPLANE LOADING The wall reinforcement has been cheeLed for mi o fplane Load anpagt 4 of these caicuLatians. T'he connectors wUL be checl¢ed for auto f pLane Load below. WIND LOAD 347 ?If FACTORED LOAD SEISMIC LOAD 1.58 ptf FACTORED LOALT I G 8 2011 LOAD PER CONN ECTOR Vu= 0.69 kip CONNECTORSTRENGTH tpve = 1.22 kip OAd , J i l i. *, • vNa 67Y8tt � pTASE C � If fill NAL Fibrebond Corporation 1300 Davenport Drive Minden, LA 710S5 318-377-1030 ng 'Fax 318`752.9025 ASsoO S, INC. Mr. Dean Williams Fibrebond Corporation 1300 Davenport Dr. Minden, LA 71055 Re: Fibrebond Model D11027-FL To Whom It May Concern, The above shelter structure was originally designed by Raley and Associates, Inc. to meet the requirements of the 501 Edition of the Florida Building Code (2014 with 201.5 Supplement). The design also meets the requirements of the 6ch Edition of the Florida Code (2017). If you have any questions, please call. Sincerely, �file�4 o l7a. S'r9y9 Is 'k -� Jeff Raley ^, y j Professional Engineer p yr mxs g OF rr St/ Professional Engineers licensed in: Alabama, Arizona, Arkansas, Colorado, (onnediml, Disfrid of Columbia, Florida, Georgia, Idoho, Indiana, Iowa, Renfuclry, Louisiana, Maine, hlaryland, AlauachmeNs, Alichigan, Alinnesolo, Alinissippi, h6ssouri, Nevada, New IAesim, Norlh Carolina, Ohio, Oklahoma, Oregan, Pennsvlvania, Rhode Island, Soulh Carolina, Tennessee, faxes, Vermont, Virginia, Plashingloo, %sf Virqinia, 4Iisconsin BLUE sT*R Power Systems Inc. Gaseous Product Line GM50-03 50 kWe Ratings Phase PF Hz Generator Model Connection Standby. kWe Nat (LP) AMPS Nat (LP) Temp Rise 240V 1 1.0 60 361 CSL1602 12 LEAD ZIG-ZAG 50 (50) 208 (208) 105-C / 4UC Standard Equipment Engine . Radiator Cooled Unit Mounted (50`C) . Blower Fan & Fan Drive . Starter & Alternator . Oil Pump & Filter • Oil Drain Extension w/Valve _..Governor - Electronic Isochronous. . 12V Battery System & Cables • Air Cleaner (Dry Single Stage) • Flexible Fuel Connector . EPA Certified Listing Certifications . UL 2200 Listed c cUL Listed . CSA Certified • Seismic Certified to IBC 2012 208V 3 0.8 60 361 CSL1601 12 LEAD WYE 50 (50) 174 (174) 105°C / 40°C 208-600 Volt 60 Hz / 1800 RPM Standby 240V 480V 600V 3 3 3 0.8 0.8 0.8 60 361CSL1601 12 LEAD DELTA 50 (50) 151 (151) 105'C / 40°C Generator . Smshless Single Bearing . Automatic Voltage Regulator . t 1 % Voltage Regulation . 4 Pole, Rotating Field 105°C Standby Temperature Rise 100% of Rated. Load - One. Step . 5% Maximum Harmonic Content NEMA MG 1, IEEE and ANSI Standards Compliance for Temperature Rise 60 60 361 CSL1601 361PSL1633 12 LEAD WYE 4 LEAD WYE 50 (50) 50 (50) 75 (75) 60 (60) 105'C / 40°C 105•C / 40'C Additional . Microprocessor Based Digital Control . Interface Connection Box . Control Panel Mounted in NEMA 12 Enclosure . Base - Formed Steel . Main Line Circuit Breaker Mounted & Wired . Critical Grade Silencer Mounted . Battery Charger 12V 6 Amp . Jacket Water Heater -20°F 1500W 120V wAsolation Valves . Vibration Isolation Mounts . Radiator Duct Flange (OPU Only) • Single Source Supplier . 2YR / 2000HR Standby Warranty . Standard Colors - White / Tan / Gray GM50-03 1 of 4 Gaseous Product Line 50 We Application Data Engine BLUE4ST*R Power Systems Inc. Manufacturer: General Motors Displacement - Cu. In. (lit): Model: GM 5.71- EPA Bore - in. (cm) x Stroke - in. (cm): Type: 4-Cycle Compression Ratio: Aspiration: Natural Rated RPM: Cylinder Arrangement: 8 Cylinder Vee Max HP Stby (kWm): Exhaust System Gas Temp. (Stack): OF CC) Gas Volume at Stack Temp: CFM (m3/min) Maximum Allowable Exhaust Restriction: in. H2O (kPa) Cooling System Ambient Capacity of Radiator: OF CQ Maximum Allowable Static Pressure on Red. Exhaust: in. H2O (kPa) Water Pump Flow Rate: GPM (lit/min) Heat Rejection to Coolant: BTUM (kW) Heat Rejection to CAC: BTUM (kW) Heat Radiated to Ambient: BTUM (kW) Air Requirements' Aspirating: CFM (m3/min) Air Flow Required for Red. Cooled Unit: CFM (m3/min) Air Flow Required for Heat Exchanger/Rem. Red. CFM (m3/min) Fuel Consumption At 100% of Power Rating: ft3/hr (m3/hr) At 75% of Power Rating: ft3/hr (m3/hr) At 50% of Power Rating: ft3/hr (m3/hr) ( Fuel Inlet Size: NPT Fuel Pressure Required: in. H2O (kPa) Fluids Capacity Total Oil System: gal pit) Engine Jacket Water Capacity: gal pit) . System Coolant Capacity: gal pit) 350 (5.70) 4.00 (10.2) x 3.50 (8.80) 9.40:1 1800 113 (78.1) Standby 1,350 (732) 553 (15.7) 40.8 (10.2) 122 (50.0) 0.50 (0.12) 36.6 (139) 3,120 (54.6) N/A 854 (14.9) 173 (4.90) 7,400 (209) Consult Factory For Remote Cooled Applications Natural Gas LP 734 (20.8) 308 (8.72) 614 (17.4) 250 (7.08) 482 (13.6) 195 (5.51) 1.00" 7.00 - 11.0 (1.75 - 2.75) 1.25 (4.73) 2.03 (7.68) 6.00 (22.7) AD celculatlom based m natural gas fuel. Deration Factors: Pl%de; Oerate 3%Per 1,0001t (305 m) Om 2,000 ft (610 m) GM50-03 2 of 4 I -Gaseous Product Line BLUE 4ST*R 50-kWe DGC-2020 Control Panel Power Systems Inc. Standard Features .Digital Metering sppyng Logd litor LCD mMZ MSilence WDi Not in Auto lMloator Lonp Tat PusliWtton . Engine Parameters BLUE Jc T*� . Generator Protection Functions Engine Protection pwiwnorH . CAN Bus ECU Communications . Windows -Based Software � . Multilingual Capability — `- b t. Remote Communications to RDP-110 Remote Annunciator O wom °o . 16 Programmable Contact Inputs I. Up to 15 Contact Outputs (7 standard) El Q R O ❑2 U . UL Recognized, CSA Certified, CE Approved I Po r System Inc. . Event Recording . IF 54 Front Panel Ratingwith Integrated Gasket g aaitPww,nton An P, buttons Au to P,nhbutt°n and Mode Indicator OH P,rshbulton mM Mode indicator Rests Pushbutton Run P.man u°n aM Mode Indiptor . NFPA 110 Level 1 Compatible Weights / Dimensions / Sound Data L x W x H Weight lbs OPU 80x38x52 in 1,675 Level 1 90 x 38 x 60 in 2.150 Level 2 90 x 38 x 60 in 2,175 Level 3 120 x 38 x 60 in 2.325 Please allow 6-12 inches for height of exhaust stack. No Load Full Load OPU 76 dBA 79 dBA Level 1 71 dBA 73 dBA •Level 2 66 dBA 68 dBA Level 3 63 dBA 64 dBA FUELSTUB-UP . (`Ai BREAKER LOCATION Drawings based on standard open power 480 volt standby generator. Lengths may vary with other voltages. Subject to change without notice. Sound data as measured at 23 feet (7 meters) in accordance with ISO 8628-10 at standby rating. GI1150-03 3 of r s _.........,a..r_3.. _�......�.. _,....... _.a......s..�...'7 Gaseous Product Line BLUE ST*R 50 We Power Systems Inc. Enclosures Level 1 & 2 1 Side View (Weather Proof) All enclosures are 150 MPH Wind Rated, Level 2 & 3 enclosures include sound attenuation foam. Level 3 enclosure includes frontal sound & exhaust hood. 'Enclosure height does not include exhaust stack. Level 31 Side View (Sound Attenuated) O on nn O All specification sheet dimensions are represented in inches. Materials and specifications subject to change without notice. Distributed By: c Level 1, 2 & 3 1 Intake View v American Ownetl American Made Blue Star Power Systems, Inc. 52146 Ember Road Lake Crystal, Minnesota 56055 Phone + 1 507 726 2508 bluestarps.com quote.bluestarps.com sales®bluestarps.com GAC50-03 4 of 4 587/2018 Print I Close Window Workspace Webmail :: Print Subject: E-Reminder for Avis Reservation # 17934002US2 From: AvisReminder@avis.com Date: Thu, May 17, 2018 2:02 am To: DANAULT@OLINWAYNECOMPANIES.COM This email has been automatically generated. Please do not reply. Reservation Reminder: DANIEL, you have a car waiting. Your Confirmation Number: 17934002US2 Name: DANIELAULT E-mail: DANAULT@OLINWAYNECOMPANIES.COM If you no longer need this reservation, please click here to cancel this reservation. Already cancelled/modified by phone? Please disregard this notice. If you wish to modify or make a new reservation, please contact your travel agent or travel provider for assistance. Pick up Information May 18, 2018 at 11:20:00 PM 115 RENTAL CAR ACCESS ROAD PITTSBURGH INTERNATIONAL APO,PITTSBURGH,PA,US,15231 412.472-5200 SUN-FRI 6:00 AM -1:00 AM, SAT 7:00 AM -11:30 PM Return Information May 21, 2018 at 7:00:00 AM 115 RENTAL CAR ACCESS ROAD PITTSBURGH INTERNATIONAL APO,PITTSBURGH,PA,US,15231 412-472-5200 SUN-FRI 6:00 AM -1:00 AM, SAT 7:00 AM -11:30 PM privacy is important to us. Read our privacy notice This message is sent by Avis Rent A Car System, LLC, P.O. Box 699000, Tulsa, OK 74169-9000, Tel 1-800-352- 7900 The sender believes that this E-mail and any attachments were free of any virus, worm, Trojan horse, and/or malicious code when sent. This message and its attachments could have been infected during transmission. By reading the message and opening any attachments, the recipient accepts full responsibility for taking protective and remedial action about viruses and other defects. 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All rights reserved. https://email22.godaddy.comtview_print multi.php?uidArray=558761INBOX&aEmlPart=O 1/1 5/17/2018 Print I Close Window Workspace Webmail :: Print Subject: Travel Advisory I Important Terminal information I Fort Lauderdale -Hollywood International Airport (FLL) From: "JetBlue Info" <info@change.jetblue.com> Date: Thu, May 17, 201812:10 pm To: DANAULT@OLINWAYNECOMPANIES.COM Dear Daniel Ault, We want to share some information should your flight be scheduled for either arrival or departure through Terminal 4 at Fort Lauderdale -Hollywood International Airport, FL (FLL): • The only check -in option for all JetBlue flights departing FLL is located in Terminal 3. • Terminals 3 and 4 are connected post TSA security checkpoint, and customers will still use the Terminal 3 TSA checkpoint if departing from Terminal 4. • JetBlue gates in Terminal 4 are located at the end of the terminal. • With current airport construction considered, the walk through Terminal 4 to our gates can take a bit more time. • It is always recommended to double check the gate assignment for your flight upon arrival at the airport In case of a gate change between the time your boarding pass is printed and your arrival at FLL. All this in mind, we encourage you to allow for extra travel time if needed to reach your gate in plenty of time for your departure. Remember, 1 under* 1 up[ You can carry on 2 bags max! 1 item that fits under the seat in front of you —like a purse, daypack, laptop bag or pet carrier —plus 1 approved carry -on that fits in the overhead bin (space permitting). Click here for details about our carry -on and checked bag policy. As always, please check the status of your flight online or via the JetBlue app prior to arriving at the airport. Thank you for choosing to fly with us. We look forward to welcoming you at FLL. Sincerely, JetBlue Apreciable Daniel Ault, Nos gustarla compartir informaci6n en caso de que su vuelo este programado pare Ilegar o salir a traves de la Terminal 4 del Aeropuerto Intemac!onal de Fort Lauderdale -Hollywood (FLL): • La unica opc16n de check -in y entrega de equipaje para todos los vuelos de JetBlue se encuentra en la Terminal 3. • Las Terminales 3 y 4 esten conectadas despues de poser por el punto de seguridad TSA. Todos los clientes de JetBlue utilizaran el punto de seguridad TSA de la Terminal 3, aunque salgan de la Terminal 4. • En la Terminal 4, las puertas de embarque de JetBlue estan ubicadas al final de la terminal. • Debido a la construcci6n actual del aeropuerto, la caminata a traves de to Terminal 4 hacla nuestras puertas puede tomar un poco mes de tlempo. httos://email22.godaddy.com/view_print multi.php?uidmay=559251[NBOX&aEmiPart=O 1/2 5117/2018 ' . WorkspaceWebmail :: Print • Se recomfenda qua verifique la asignaci6n de la puerta de embarque para su vuelo al llegar at aeropuerto an caso de un cambio de puerta. Le recomendamos llegar a su puerta con suficiente tiempo antes de Is Salida. Recuerde, 11 abajo y 1 arribal Puede Ilevar a bordo solo 2 piezas de equipaje: 1 artfculo que quepa debajo del asiento delantero--como un balsa, mochila, maletfn para laptop o transportadora de mascotas—y 1 maleta de mano aprobada qua quepa en el compartfmiento superior (si hay espacfo). Haga clic aquf pars obtener mas informacidn sabre nuestra polftfca de equipaje. Como recordatorio, siempre compmebe el estado de su vuelo an linea o a traves de la aplicacidn de JetBlue antes de llegar al aeropuerto. Gracias par elegir a JetBlue. Esperamos darle la bienvenida an FILL. Sinceramente, JetBlue Help TrueBlue Corporate Travel Privacy, About JetBlue Facebook Twitter We're sorry but email sent In reply to this message will not be answered. If you have questions, please visit our website's Help_ section for assistance. JetBlue, 6322 South 3000 East, Suite G10, Salt Lake City, LIT 84121. 02018 JetBlue Copyright © 2003-2018. All rights reserved. hops://email22.godaddy.com/view,prfnt_multi.php?uidArray=559251INSOX&aEmlPart=O 2/2 I i FU A - d I ENGINEERING & TESTING, INC. Phone (Stiff 781-6889 •Fag; (8" 78A 85So j�, Fr avt�v flondaengineeringandtestimg com 250 S:W.13 Avenue OCT 31 201$- l Pompano Beach,FL-33069 LABORATORY REPORT Permitting Depe SjVE STRENGTH OF CONCRETE TEST CYLM 0 rm,Q \I r j St. Lucie County, FL THIS FORM-CONFORMSTOASTMC39 ' ORDER NO.: 18-3971 CYLINDER SET NO.: r 1OCT 3-1 j CLIENT: Andrew M. Weissin Inc. PROJECT: Proposed Communication Shelter 3301 Oran e Avenue Fort Pierce Flordia CONTRACTOR: N/A NffK SUPPLIER: N/A _ _ 1la.YDESIGNDATA Specified Strength: 4000 p.s.i. Slump: N/A inches Air Content: N/A % Mix Type: Regular Mix Designation: N/A i FIELD AND LAB DATA Location of Pour: Shelter Slab Concrete Track -No.: AI/A Weather Conditions: Sunny Time Sampled: N/A Cubic Yards: - N/A of N/A Water Added On -Site: N/A gal: 'K,T-lA;.,.. t;;aAA Tr afv Xr F;P1r1 T1ntn Rv' Client Ticket No.: N/A Air Temp./Concrete Temp.: N/A / N/A °F Time Batched:. • N/A Slump: N/A in.- Air Content: N/A % Water Added By: N/A Representing: Client - cross cotsxsssrvE 91scumNSim p DATE DATEMOLDE .DATE DATE .- TESTED AGE (DAYS) TOTAL LOAD. (LBS) SEcnONAL S'rsENGTa PATT FRACTURE PATTERN (DIA.xET) IN� AREAS 1 9/12/18 9/13/18 : 9/19/18 7 30250 12.566 2410 3 4:x 8 2 9/12/18 9/13/18 10/10/18 28 56890 12.566 4530 3 4 x 8 3' 9/12/18 9/13/18 ' _ 10/10/18. 28 55890 12.566 4450 4 4 x-8 4 1 9/12/18 9/13/18 10/10/181 28 52580 1 12.566 4180 3 4x 8 Tested by: - P.N. If sampled by FE&T, concrete was field tested according to the followin&standards as. applicable: ASTMC31/C143/C172/C173/C231/C;1064 Typical Fracture Patterns: ®® ®® ® E 0n n 1 2. 3 4 5 6 Remarks: - Nample ana inrormariGrt Provided by Client Respectfully As a mutual protection to clients, the public and ourselves, all reports MARK A.W MIANO, P.BF are submitted as the confidential property of clients, and authorization FLORIDA INC. for publication of statements, conclusion or extract from or regarding' FLORIDA RE ©,.d�8�02 ��ZI our, reports is reserved pending our written approval. Certificate Of A� 1 \\ � � It E_ Qua&ty �,Q i�.2ssarauce - - i as ywrcalaoleefe4? r ry i 55399445' I 30W you�yog9Y:9 vrtian otdro PeTD�� JI ♦ C.d uso_YOWra(nYmnes7l � �' l Ca to em¢7amadlmabd�lYi�firdMN' �{� f�i1+ ;.:-, Fle x!I '-Bep6dged�u -Sa JnO�.!n .'AirM1n]e� 1� ltil UNad:�ll g._ihdeA Unked:'� r,_ owneaa:' 3301 ORANOE RYE; FT .IERCE, R 95, EASTi ON ORANGE pp'!E$LWITH iN1 _ _ f0: SO, '2P. OI ;1 i laeri'Iob:r-.14WnPIYd:.— , J- 1302_ ':OW124fIBl aserro xim`. —...• "`a "NVPOL Y+_r..'- YpAoecamY{ J � �doc114Urrdyy � rerronm.:i . - 35947607 �. 7 t SEP 12 PM12 OB : _ is 1 s M FEE F srwnrm-- epiae�•am.wxwro -..-' __ ii: a.Y �,-_ wmoorre..a�ca:n, woraY� lbI JOPL• YARDS IN DRI{M •I-' ,._� I,WATERADDG+`_._ WHENADDED.; - I -,e�oxeemr.- i� : C RB LWE OWNER'SIAGEN93REOUEST. �CtlNt _ i DIESPO5AL FEE Lam2 RTIAL, FULC LD YARDS -. — O AD WAS: _ _ D,. BY. - t If .1. OldYw Co YoarchYe of'satey/. C-3 y 55399452 2. DW You ldw*112ZWM ?, 3. wdy2u use YoarMgl2a`nfie`n oeiipump?, �: DW You use youraalary on•aT� _..- - -' . ;S DbYT+mrtiam4clauwkmMma_ub_S¢ppY•.9andtin6i. y., '21aM.—"' Bpin_Luediny.j �.-Te Joh^x. -AMnJ Wbv�CoM1 CWm�Nos _. s O•be•IehrBreEr.. QIIf4WISY� y 301226B, WEISSING CDNBTRU -1302 09/12/18, �PiafdC�l � P,gad,}leu. •, r; T 'P�i1 P.0 Nunfr', gJVPO lrkrl . 4 _ .NO PO..� Y-' ' �rrawdr. or.y�eev.. .. _...1 xaPc.`- Nmnvcm�n,__, 09/12/18 - 3301 ORRNOE AVEFT PIERCEe 272_27268021_ _ j NORTH 04.,93 EAST.,ON ORANGE CORNER'tWITH.33RDI Sy utlncilmurray ',SUBSTgTSON;' *�±1��s - z 353947854�ti olnr' lWl Unlwd'"' FIANh UNwd.` -:R•Wm Plain: ' 10-30; 21 00 21 00 1152541J 4000 REO,, .YD3. 1'-, 00 124781B-FUEL' SURCHARGE! 1.00 I 1202749`ENV IRONMENTAL CHARGE7- f. Oq 15B6035BERV,C0NCRETE HANDLING FEE P. . ;YARDS IN DRUM i � • ,� CIl1i3 UNE CROSSED AT OWNER'S/AGENTSREQUEST- r, �! GO RETE�DISPDBRL p ��PART,I RL FULL: _LORD!VRRDS o LOAD wAs msrEo SY eYuwvE� PREV TRK -' �10O66435i D1$TEWRRT' LORD NUM_Y ,'2 Ofd You- do YourtliCe meat, I� "Id You ldenGy MmNsT`� IIXd WumeYour WBMes lhenaiiG l- i fDId Yeu use youreefaly ooms? i .;ONyvumanne,iob emit rand�dro+sloGrpablPoOiMmYi it C 5 5 64,99 b-' ' getinwmer r�^ 4/ ., QlnxrJO xvmew wYwaYrlesx 301c26B. �,WEI,.WEISSEI ING CONSTRU762 CTION QQ{ ap':dTx pAga x.�-- _. `-1'Fe3.vY'`"xa.d`r I aa.isilsar , r"09/24i a .3301 ORANGE�AVE FT,.PIERCE, ___ -:NtlRTH ON_.95 EAST ON ORANGE CORNER_DF 33RD�ST , mdmcilmurra� p INSIDE, THEI SUBr STRTI ONON, THE. RIGHT' roemri -- " ,i 359713P6� RialAC -= '43a30 eema ,----` Tvd, Nmee6 5.'00 - 10064569 Oer ._ Y09Z57 _. om�xYnF_ __ BILL! KRICK! .... _' ' - emus—� �UNASSI GNEDI ! .gxlxrtn,--oluxrtry , auaxrrtr lurzwiame' n100Y61101t80CA�fo1'i=��-.. ,. wa I IEarrm YOue!rl..•� 10 oc� 10 00, 10 Ol; 1152539 3000 REGJ, n h Y SEP 24_r 1:07 Iy00 1247B1B FUEL'- SURCHARSE� i' 1'.00, 1202749 ENVIRONMENTAL- CHARGE' t-: 00, - 1586055 SERVE CONCRETE HRNDLING: FEE; P„ '� ? tN�'. MPOCM 77 --- -- I J 1I71 WATERADDED D. YAROB IN ALDRUM - WHENADDED... _ r DURBLINE CROSSED AT OWNEmidEwrs RF.DUEer _ CONCRETE DISPOSAL FEEyTTM - PARTIAL _ FULL;LORD YARDS, —. '-" `' O LOAD WAS TESTED BY' '� ®-m` --"'-'� If4bi WMrxY�E,m:Me.wYY1M1Y,YrYeuWr�YYe4Y,MmRyeieYei►�YlaMN rRW.pIt1R:MIwY1a9i/YMwMMMbmM /!i�Y"iSYfrrlW emr�uMw�l bM1Mp�b� Nasleiif m{YeDgYYwYtcaefR� csumw lk:. PREVi TRY.:, - - -- -ORIGINAL+ LOAD NUM:; 1, 0—ow'-_ iftwb*;—_—JL� ndow.'-J" FlnWhUnWWf-fl*M Job: DI" Re. .750 L LE-__ 0 71fo 92 3012268, WEISSINB CONSTRUCTION 762-'- 09124118' NO PO �09/24/t8'-:,'33(liFOR4Nd'E-RVE"FT,-PIERCES A NORTH, OF-133RE11. ST, T _STPTIONONf THE :INSIDE,_TfiVSuB __AISFIT' jM97f7791 2.501 12.50 12 50J 1152539 3000-RE0 YD3 G'M 1247G36 FUEL _5U'R_C_H_A_RGE; ji'ZOO! 1202749M"L--tNVIRON EN CHARGE'I k It 00. 1586O55zSERVXONcRETE! HANOLING FEE-P, II f ai I __mdff ran T YARDS IM DRUM WHENADDED..---' G_wr to c a �..ZSPOSRL,FEEI D E CYRRLIN CROSSED AT OWNERVAGEWS REQUEST: I V'050`11 FULL LORD YARDS 2 GEO ASTESTEF, oft, REM V' LOAD e m October 5, 2018 FIU ..7 Saint Lucie County V)FYU Planning & Development Services E N G I N E E R I N G G R O U P Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Subject: Variations Letter— Shelter Slab Location FPL Site: St. Lucie Service Center Site Address: 3301 Orange Avenue, Fort Pierce, FL 34947 APX Project: 17-0149.07 Dear Sir or Madam: APX Engineering Group, LLC, prepared constructions drawings for FPL dated January 24, 2018 for their proposed installation at the above -referenced site. The original installation depicted the north wall of the shelter and foundation to be placed 3'-8" from the existing fence and the west wall of the shelter and foundation to be placed 6'-0" from the existing fence. This has since been revised to locate the north wall of the shelter and foundation at 4'-8" from the existing fence and the west wall of the shelter and foundation at 4'-0" from the existing fence. Therefore, the proposed FPL shelter and foundation, as installed, is located correctly with respect to the existing adjacent fence. This letter has been prepared for the purpose of informing the County with respect to the specific installation described. It is intended for the exclusive use of Saint Lucie County and FPL. The information, assumptions and recommendations contained in this letter should not be used by others for any purpose without express written authorization from APX. If we can be of any further assistance, please do not hesitate to call. Sincerely, APX Engineering Group, LLC Michael A. Phillips, P.E. Chief Engineer Florida License #68312 RECEIVED OCT 31 2018 Permitting Department St. Lucie County, FL BOARD OF COUNTY COMMISSIONERS GAS PIPING SCHEMATIC E�`S�ryS S00 [L4] TANK L1 L3 SIZE 51 1 V )0 TANK SIZE: Soo GALS. APPLICANCE - TYPEISIZE Al A2 A3 A4 A5 A6 PIPING LENGTH & SIZE L1 FT. INCH DIA. L2FT. INCH DIA. vz�_INCH L3 FT. DIA. L4 FT. INCH DIA. L5 FT. INCH DIA. L6 FT. INCH DIA. 1_7 FT. INCH DIA. L8 FT. INCH DIA. L9 FT. INCH DIA. L10 FT. INCH DIA. L11 FT. INCH DIA. L12 FT. INCH DIA. Revised 7/22/14 [Ael N/ PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulation Division 0 5�'POGeG°J 1/Z� Q� Zpsl BTU BTU BTU BTU BTU (PIPE SIZE WAS TAKEN FROM THE 2014 FBC FUEL GAS CODE - TABLE 402 (__)) Webs@e: w .stludew.aov 2300 Virginia Avenue - Fort Pierce, FL. 349825652 Phone (772) 462-1553 FAX (772) 462-1578