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Home My WebLink About2405 N Fairmont Ave - Plan11.09.21 ROBLES RESIDENCE All drawings and written material appearing herein constitute original and unpublished work of the designer and may not be duplicated, used or disclosed without the written consent of the designer. Project: Date: 2405 FAIRMONT AVE., SANTA ANA, CA PATIO COVER 3/32" = 1'-0" Name: Scale: Sheet #: 0-Title 2455 190th Street, Suite I Redondo Beach, CA 90278 p:310.318.7174 CITY APPROVED SITE PLAN WITH NEW PATIO ADDITION 2 2 Bldg permit#101105822 Planning approved by EM on 2/1/22 Building approved by KA on 2/1/22 Permit issued on 2/9/22 *Add'l permits for BBQ area on 30144126 & 20175297* 2020-162893 02/10/22 11.09.21 ROBLES RESIDENCE All drawings and written material appearing herein constitute original and unpublished work of the designer and may not be duplicated, used or disclosed without the written consent of the designer. Project: Date: 2405 FAIRMONT AVE., SANTA ANA, CA BBQ PAVILION PLANS 1/4" = 1'-0" Name: Scale: Sheet #: A1.0 2455 190th Street, Suite I Redondo Beach, CA 90278 p:310.318.7174 FLOOR/FINISH PLAN 2CEILING/ELECTRICAL PLAN 3 ROOF PLAN 1 1 1 1 2 2 2020-162893 02/10/22 DECK FRAMING PER STRUCTURAL; REFER TO ENGINEERING DRAWINGS 10" MAX RUN 7- 3 / 4 " MA X RI S E 7- 3 / 4 " MA X RI S E AZEK DECKING: ICC-ES AC174 WEATHERPROOF COMPOSITE DECKING OVER 3X6 PRESSURE TREATED JOISTS. SEE AZEK MANUFACTURER'S SPECS FOR SPACING FRAMNG PER STRUCTURAL; REFER TO ENGINEERING DRAWINGS WATER DRAINS TO FINISH GRADE BELOW RADIANT BARRIER PLYWOOD SHEATHING LAMINATED ARCHITECTURAL SHINGLES ASTM E108 CLASS A FIRE RATING; ICC APPROVAL ESR-3150 OVER APPROVED UNDERLAYMENT T&G FINISHED CEILING FRAMING PER STRUCTURAL; REFER TO ENGINEERING DRAWINGS WOOD RAFTERS All drawings and written material appearing herein constitute original and unpublished work of the designer and may not be duplicated, used or disclosed without the written consent of the designer. Project: Date: BBQ PAVILION ELEVATIONS/SECTIONS 1/4" = 1'-0" ELEVATIONS/SECTIONS (DETAILS NTS) Name: Scale: Sheet #: A2.0 2455 190th Street, Suite I Redondo Beach, CA 90278 p:310.318.7174 ELEVATION - OUTSIDE NORTH VIEW 1 SECTION/ELEVATION - INSIDE WEST VIEW 2 SECTION/ELEVATION - INSIDE SOUTH VIEW A 3 09.24.21 ROBLES RESIDENCE 2405 FAIRMONT AVE., SANTA ANA, CA ELEVATION - OUTSIDE SOUTH VIEW 4 ELEVATION - OUTSIDE EAST VIEW 5 SECTION/ELEVATION - INSIDE SOUTH VIEW B 6 STAIR SECTION 2A 1 1 DECKING SECTION 2B ROOF SECTION 3A 1 2020-162893 02/10/22 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No.8110-2042:0001 Page 1 of 1 CATEGORY: 8110 -- DECKING FOR WILDLAND URBAN INTERFACE (W.U.I) LISTEE:AZEK BUILDING PRODUCTS894 Prairie Ave, Wilmington, OH 45177 Contact: Chip Herr (937) 655-5297 Email: chip.herr@azekco.com DESIGN:“AZEK Vintage Deck” composite deck board, all colors, 1” thick x 5.5” width. Refer to the manufacturer's installation instructions and product data sheets. RATING:Class *A Flame Spread. INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee name. Model number, rating and SFM label. APPROVAL: Listed as decking materials for use in the Wildland Urban Interface areas. NOTE: Test Protocol SFM 12-7A-4A *Revision 05-02-2017 dcc July 01, 2021Date Issued: Listing Expires June 30, 2022 Authorized By: Fire Engineering Division This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee’s data sheet, installation instructions and/or other DAVID CASTILLO,, M.E., F.P.E. 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Issue Date: 07-28-2005 Revision Date: 05-19-2021 Renewal Date: 05-31-2022 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b DIVISION: 06 00 00 – WOOD, PLASTICS, AND COMPOSITES Section: 06 50 00 – Structural Plastics Section: 06 53 00 – Plastic Decking REPORT HOLDER: The AZEK® Company LLC 894 Prairie Avenue Wilmington, OH 45177 www.azekco.com REPORT SUBJECT: AZEK ARBOR Collection® AZEK Harvest® Collection® AZEK Porch Boards AZEK Vintage Collection® AZEK MAX 1.0 SCOPE OF EVALUATION 1.1 This Research Report addresses compliance with the following Codes: • 2021, 2018, 2015 International Building Code® (IBC) • 2021, 2018, 2015 International Residential Code® (IRC) • 2020 Florida Building Code (FBC), excluding High- Velocity-Hurricane Zones (HVHZ) (See Section 9.0) NOTE: This report references 2021 Code sections with [2018, 2015] Code sections shown in brackets where they differ. FBC Code sections match IBC 2018 code sections. 1.2 AZEK Decking (Deck and Porch Boards) have been evaluated for the following properties: • Structural Performance • Durability • Surface Burning 1.3 AZEK Decking (Deck and Porch Boards) are intended for use as a walking surface on exterior decks, balconies, porches, and walkways, including stairs in One- and Two- Family Dwellings regulated by the IRC and other construction types regulated by the IBC in accordance with IBC Section 705.2.3 Combustible projections [1406.3], where fire-resistance rated floor construction is not required for the deck or balcony. 2.0 STATEMENT OF COMPLIANCE AZEK Decking (Deck and Porch Boards) comply with the Codes listed in Section 1.1, for the properties stated in Section 1.2 and uses stated in Section 1.3, when installed as described in this report, including the Conditions of Use stated in Section 6. 3.0 DESCRIPTION 3.1 Materials and Processes - AZEK Decking are composed of a solid co-extruded cellular polyvinyl chloride (PVC) with a polymer cap. Harvest and Arbor collections are semi- capped (capped on three sides), and the Vintage collection is fully capped in cross section. 3.2 AZEK Porch Boards measure 1” thick with a 3.2” exposure width (3.415” overall width) and 5.5" exposure width (5.715” overall width) and are produced in five colors: Brownstone, Coastline, Dark Hickory, Mahogany, Morado®, Silver Oak®, Oyster®, and Slate Gray. 3.3 The 5.5" wide AZEK Decking measure 1” thick and are provided in the following collections: 3.3.1. AZEK Harvest® Collection® deck boards are produced in five colors: Autumn Chestnut™, Brownstone, Island Oak™, Kona®, and Slate Gray. 3.3.2. AZEK ARBOR Collection® deck boards are produced in six colors: Acacia®, Brazilian Walnut, Hazelwood, Morado®, Mountain Redwood™, and Silver Oak®. 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 2 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b 3.3.3. AZEK Vintage Collection® deck boards are produced in six colors: Coastline, Cypress, Dark Hickory, English Walnut, Mahogany, and Weathered Teak. 3.4 The 3.5" and 7.25" wide AZEK Decking measure 1” thick and are provided in the following collections: 3.4.1. AZEK Vintage Collection® products are produced in three colors: Cypress, Dark Hickory, and Mahogany. 3.4.2. AZEK Harvest® Collection® products are produced in two colors: Brownstone and Slate Gray. 3.5 The AZEK MAX decking measures 1.5" thick by 5.5" wide and are provided in the following colors: Coastline and Slate Gray. 3.6 The walking surface is embossed with a simulated wood grain. 4.0 PERFORMANCE CHARACTERISTICS 4.1 AZEK Decking are rated for a uniform live load of 100 lbs/ft2 when installed on support framing spaced at 16" on center. This live load rating also applies to deck boards and porch boards installed diagonal to the support framing (45° max.) with 12” on center maximum joist spacing. 4.2 AZEK Deck and porch boards used as stair treads shall be installed on a minimum of a two-span condition and are rated for the code-prescribed concentrated load equal to 300 lbs when installed in accordance with Table 2. 4.3 AZEK Decking has wind uplift resistance ratings as indicated in Table 1 when installed on support framing spaced at 16 inches on center. 4.4 AZEK Decking is deemed equivalent to preservative treated or naturally durable wood for resistance to weathering effects, attack from termites and fungus decay. 4.5 AZEK Decking structural performance has been demonstrated for a temperature range of -20˚ F to 125˚ F. 4.6 AZEK Decking has a flame spread index not exceeding 200 when tested in accordance with ASTM E 84. 5.0 INSTALLATION Installation shall be in accordance with the manufacturer's installation instructions and this report. Where differences occur between this report and the manufacturer's installation instructions, this report shall govern. 5.1 AZEK Decking shall be installed with fastening as indicated in Table 1. 5.2 AZEK porch boards used as stair treads shall be installed as shown in Figure 5. 5.3 AZEK deck boards used as stair treads shall be installed as shown in Figures 5, 6, and 7. See Table 2 for maximum stair tread spans. 5.4 AZEK Deck and porch may be installed diagonal to support framing up to maximum of 45° with 12” o.c. maximum joist spacing. 6.0 CONDITIONS OF USE The AZEK Decking applications identified in this report are deemed to comply with the intent of the provisions of the referenced building codes subject to the following conditions. 6.1 The wind uplift resistance rating recognized in this report is based on attachment to treated Southern Pine framing (specific gravity, G=0.55). Installation on wood framing with a lesser specific gravity may result in a lower wind uplift rating. 6.2 AZEK Decking shall be fastened directly to supporting construction. Conventional wood supporting structure is not within the scope of this report and is subject to the evaluation and approval by the building official. Design and construction of supporting structure must satisfy the design load requirements of Chapter 16 of the IBC. 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 3 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b 6.3 Where required by the building official, engineering calculations and details shall be provided. The calculations shall verify that the anchorage complies with the building code for the type of framing and condition of the supporting construction. 6.4 The compatibility of all fasteners with supporting structure, including chemically treated wood, is not within the scope of this report and subject to approval by the code official. 6.5 AZEK Decking recognized in this report are manufactured in accordance with the manufacturer’s approved quality control system with inspections by Intertek. 7.0 SUPPORTING EVIDENCE 7.1 Manufacturer's drawings and installation instructions. 7.2 Reports of testing demonstrating compliance with ICC-ES AC174, Acceptance Criteria for Deck Board Span Ratings and Guardrail Systems (Guards and Handrails), revised December 2014 and ASTM D 7032-17 [14, 10a]. 7.3 Documentation of an Intertek approved quality control system for the manufacturing of products recognized in this report. 8.0 IDENTIFICATION AZEK Decking produced in accordance with this report shall be identified with labeling on the individual deck boards that includes the following information: 8.1 Name and/or trademark of manufacturer. 8.2 The following statement: “ASTM D7032. See Intertek CCRR-0101 at https://whdirectory.intertek.com for uses and performance levels.” 8.3 Packaging of deck boards shall also be identified with the Intertek identification mark and Code Compliance Research Report number (CCRR-0101) as shown: 9.0 OTHER CODES 9.1 Scope of Evaluation: AZEK Decking was evaluated for compliance with the Florida Building Code – Building and Florida Building Code – Residential. 9.2 Conclusion: AZEK Decking, described in Sections 2.0 through 7.0 of this Research Report, comply with the Florida Building Code – Building and Florida Building Code – Residential, subject to the following conditions: • Use of AZEK Decking for compliance with the High- Velocity Hurricane Zone provisions of the Florida Building Code – Building and the Florida Building Code – Residential has not been evaluated and is outside the scope of this Research Report. • Intertek is an approved evaluation entity and quality assurance entity pursuant to Florida Statute 553.842 – Product Evaluation and Approval. 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 4 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b 10.0 CODE COMPLIANCE RESEARCH REPORT USE 10.1 Approval of building products and/or materials can only be granted by a building official having legal authority in the specific jurisdiction where approval is sought. 10.2 Code Compliance Research Reports shall not be used in any manner that implies an endorsement of the product by Intertek. 10.3 Reference to the https://bpdirectory.intertek.com is recommended to ascertain the current version and status of this report. This Code Compliance Research Report (“Report”) is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Report. Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety, and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 5 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b Table 1 – Fastening Schedule and Wind Rating Product Fastening Description Span Wind Uplift Resistance 3.2 inch AZEK Porch Board (1) #8 x 2-1/2" stainless steel trim-head Headcote™ screw @ 45° through root of tongue into each joist 16" o.c. 294 psf (1) 16 GA x 2” Simpson Strong-Tie L Series Stainless Steel Flooring Cleat at 45° through root of tongue into each joist 16" o.c. 102 psf 5.5 inch AZEK Porch Board (1) #10 x 2-1/2" stainless steel trim-head Headcote™ screw @ 45° through root of tongue into each joist 16" o.c. 144 psf (1) #10 x 2-1/2" TOPLoc™ stainless steel screw into each joist 16" o.c. 177 psf (1) OMG FastenMaster Cortex concealed fasteners each joist (#10 x 2- 1/2" screws)16" o.c. 158 psf 3.5 inch AZEK Harvest® Collection® 3.5 inch AZEK ARBOR Collection® 3.5 inch AZEK Vintage Collection® (2) #10 x 2-1/2" TOPLoc™ stainless steel screw into each joist 16" o.c. 631 psf (2) OMG FastenMaster Cortex concealed fasteners each joist (#10 x 2- 3/4" screws)16" o.c. 631 psf (2) SIDELoc™ hidden fasteners per joist (#8 x 1-7/8“ screws)16" o.c. 316 psf 5.5 inch AZEK Harvest® Collection® 5.5 inch AZEK ARBOR Collection® 5.5 inch AZEK Vintage Collection® (2) #8 x 2-1/2" stainless steel trim-head Headcote™ screw into each joist 16" o.c. 351 psf (2) #10 x 2-1/2" TOPLoc™ stainless steel screw into each joist 16" o.c. 593 psf (2) OMG FastenMaster Cortex concealed fasteners each joist (#8 x 2-3/4" screws)16" o.c. 486 psf CONCEALoc™ Hidden Deck fastener with 1-1/2” pneumatic screws. Starter board (edge) face-fastened with (1) #8 x 2-1/2" stainless steel trim- head Headcote™ screw 16" o.c. 135 psf HIDfast hidden fastener (13 GA x 2-1/2") with (1) #8 x 2-1/2" stainless steel trim-head Headcote™ screw at each joist for the starter (edge) board. 16" o.c.119 psf FUSIONLoc™ Hidden Deck fastener with 2” pneumatic screws. Starter board (edge) face-fastened with (1) #8 x 2-1/2" stainless steel trim-head Headcote™ screw 16" o.c. 186 psf EdgeFast hidden fastener (14 GA x 2-1/4” long) installed through the groove of the board and into each joist at 45°16" o.c. 146 psf 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 6 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b Product Fastening Description Span Wind Uplift Resistance 7.25 inchAZEK Harvest® Collection® 7.25 inch AZEK Vintage Collection® (2) #10 x 2-1/2" TOPLoc™ stainless steel screw into each joist 16" o.c. 454 psf (2) OMG FastenMaster Cortex concealed fasteners each joist (#10 x 2- 3/4" screws)16" o.c. 372 psf (2) SIDELoc™ hidden fasteners per joist (#8 x 1-7/8“ screws)16" o.c. 163 psf AZEK MAX (2) SIDELoc™ hidden fasteners per joist (#8 x 2-3/8 inch, 9 TPI, 0.42 inch long reverse pitch, 0.162 inch major dia., 0.120 inch shank dia., 0.199 inch head dia., type 17 point screws) 24" o.c. 162 psf (2) OMG FastenMaster® Cortex® concealed fasteners each joist (#10x2- 1/2", 12 TPI, 0.55 inch long reverse pitch, 0.191 inch major dia., 0.150 inch shank dia., 0.262 inch head dia., type 17 point screws) 24" o.c. 273 psf (2) OMG FastenMaster® Cortex® concealed fasteners each joist (#10 x 2- 3/4", 12 TPI, 0.50 inch long reverse pitch, 0.191 inch major dia., 0.150 inch shank dia., 0.262 inch head dia., type A point screws) 24" o.c. 341 psf (2) #10 x 2-1/2" TOPLoc™ stainless steel screw into each joist (12 TPI, 0.182 inch major dia., 0.132 inch shank dia., 0.265 inch head dia., type 17 point screws) 24" o.c. 260 psf (2) #10 x 3" OMG FastenMaster® TrapEase®3 stainless steel screws into each joist (12 TPI, 0.50 inch long reverse pitch, 0.195 inch major dia., 0.156 inch shank dia., 0.257 inch head dia., type 17 point screws) 24" o.c. 417 psf (2) #10 x 2-1/2" OMG FastenMaster® TrapEase®3 stainless steel screws into each joist (12 TPI, 0.45 inch long reverse pitch, 0.195 inch major dia., 0.156 inch shank dia., 0.257 inch head dia., type 17 point screws) 24" o.c. 278 psf 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 7 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b Table 2 – Stair Tread Span Ratings Product Maximum Stair Tread Span Installation 3.2" AZEK Porch Board 5.5" AZEK Porch Board 11" See Figure 5 for installation details. 5.5" AZEK Harvest® Collection® 5.5"AZEK ARBOR Collection ® 5.5"AZEK Vintage Collection® 10" See Figure 5 for installation details. 17.25" 2X6 additional supports. See Figure 6 for installation details. 24" 2X4 additional supports. See Figure 7 for installation details. 7.25" AZEK Harvest® Collection® 7.25" AZEK Vintage Collection®12" See Figure 5 for installation details. AZEK MAX 14" See Figure 5 for installation details. 3.2 inch Porch Board 5.5 inch Porch Board Figure 1 – AZEK Porch Board 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 8 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b 1 x 5-½ Solid Deck Board 1 x 5-½ Grooved Deck Board 1 x 3-1/2 Solid Deck Board 1 x 7-1/4 Solid Deck Board Figure 2 – AZEK Arbor, Harvest, and Vintage Decking Figure 3 – AZEK MAX Decking 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 9 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b FastenMaster  Cortex HidFast Fastener TOPLoc™ Face Fastener EdgeFast Fastener CONCEALoc™ Hidden Fastener FusionLoc™ Hidden Fastener Figure 4 – Fasteners 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 10 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b Figure 5 – Stair Tread Installation with no additional support (Minimum tread length is 36”) Figure 6 – Alternate 1 X 5-½ Stair Tread Installation for 17.25” Span (2X6 additional support) 2020-162893 02/10/22 Code Compliance Research Report CCRR-0101 Page 11 of 11 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building PCA-101 Version: 6 April 2017 SFT-CCRR-OP-40b Figure 7 – Alternate 1 X 5-½ Stair Tread Installation for 24” Span (2X4 additional supports) 2020-162893 02/10/22 04.05.21 ROBLES RESIDENCE All drawings and written material appearing herein constitute original and unpublished work of the designer and may not be duplicated, used or disclosed without the written consent of the designer. Project: Date: 2405 FAIRMONT AVE., SANTA ANA, CA PATIO COVER 3/32" = 1'-0" Name: Scale: Sheet #: A100 2455 190th Street, Suite I Redondo Beach, CA 90278 p:310.318.7174 CITY APPROVED SITE PLAN WITH PATIO ADDITION 2020-162893 02/10/22 04.05.21 ROBLES RESIDENCE All drawings and written material appearing herein constitute original and unpublished work of the designer and may not be duplicated, used or disclosed without the written consent of the designer. Project: Date: 2405 FAIRMONT AVE., SANTA ANA, CA BBQ PAVILION CONSTRUCTION PLANS 1/4" = 1'-0" Name: Scale: Sheet #: A101 2455 190th Street, Suite I Redondo Beach, CA 90278 p:310.318.7174 FLOOR/FINISH PLAN 1CEILING/ELECTRICAL PLAN 2 2020-162893 02/10/22 All drawings and written material appearing herein constitute original and unpublished work of the designer and may not be duplicated, used or disclosed without the written consent of the designer. Project: Date: BBQ PAVILION ELEVATIONS 1/4" = 1'-0" Name: Scale: Sheet #: A102 2455 190th Street, Suite I Redondo Beach, CA 90278 p:310.318.7174 ELEVATION - OUTSIDE NORTH VIEW 1 ELEVATION - INSIDE WEST VIEW 2 ELEVATION - INSIDE SOUTH VIEW A 3 04.05.21 ROBLES RESIDENCE 2405 FAIRMONT AVE., SANTA ANA, CA ELEVATION - OUTSIDE SOUTH VIEW 4 ELEVATION - OUTSIDE EAST VIEW 5 ELEVATION - INSIDE SOUTH VIEW B 6 2020-162893 02/10/22 STEEP SLOPE – RESIDENTIAL – LAMINATE – SKU: 251 / 252 TECHNICAL PRODUCT DATA SHEET NEX® POLYMER MODIFIED LAMINATED ARCHITECTURAL SHINGLES PRODUCT USE 251 Vista® and 252 Vista® AR shingles are laminated architectural shingles fortiﬁed with sustainable NEX® polymer modiﬁed asphalt technology for enhanced granule adhesion and increased weather protection. The Vista® shingle line features the patented, nailing accuracy design of The Zone® which dramatically improves correct fastener placement. Vista® Sienna Blend and Silverwood shingles are CRRC-listed and can be used to comply with CEC Title 24, Part 6 Cool Roof Requirements. Vista® AR is algae-resistant and warrantied to cover. Please consult Malarkey's Technical Services Department for approval of roof systems. COMPOSITION & MATERIALS Vista® shingles are manufactured on a non-woven ﬁberglass mat and impregnated on both sides with NEX® polymer modiﬁed bitumen (asphalt) that is compounded with a ﬁre-retardant mineral stabilizer. Its surface incorporates an innovative combination of ceramic granules that provide varied color, weatherability, algae protection, even smog reduction; other granules increase energy efﬁciency by adding solar reﬂectivity. APPLICATION Shingles should be applied over a Malarkey underlayment or an approved, code-compliant substitute. Installation instructions are available on the shingle wrapper by scanning the corresponding Quick Response (QR) code, on our website at WWW.MALARKEYROOFING.COM, or by contacting your local Malarkey representative. Industry standards are found in NRCA manuals. Shingles should be attached to decking with approved fasteners, and Malarkey recommends the use of corrosion-resistant nails for this purpose. Staples are not allowed. PRECAUTION For best results, Malarkey recommends Vista® shingles be protected from the weather and stored in a cool, dry, well-ventilated area until applied. Do not double-stack pallets. Do not use on roofs where the slope is less than 2:12 (2" [51 mm] per 12" [305 mm]). For slopes 2:12 up to 4:12 (4" [102 mm] per 12" [305 mm]), a double layer of underlayment is required (IBC & IRC have an exception for a single layer of ASTM D1970 underlayment in lieu of a double layer). Vista® shingles have a factory-applied, self-sealing strip that activates in warm weather. When applied in cold weather or windy locations, hand-sealing is recommended but not required if sealant activates. On slopes greater than 21" (533 mm) per 12" (305 mm), hand-sealing underneath and six nails are required. Contact Malarkey for further conditions and instructions. WARRANTY Malarkey Rooﬁng Products® offers various warranties to meet speciﬁc requirements. The warranty packages available for the Vista® shingle line include a Limited Lifetime Warranty, a 110 mph (177 kph) Limited Wind Warranty, and can be combined with other Malarkey products for a 130 mph (209 kph) Enhanced Wind Warranty. Vista® AR also features a 12-year Algae Resistant System Warranty from Malarkey. Contact your roofer, local distribution center, or Malarkey for full details. See below for TECHNICAL ASSISTANCE contact information. The Vista® shingle line and other Malarkey products are available throughout North America and Paciﬁc Rim countries. Visit WWW.MALARKEYROOFING.COM for additional product information and availability. Note: Malarkey Rooﬁng Products® Inventory SKU numbers for this product: 251 Vista® and 252 Vista® AR Page 1 of 2 Effective 6/20 Supersedes all previously published data Check for most current version on our website. WWW.MALARKEYROOFING.COM 3131 N. Columbia Blvd. Portland, OR 97217-7472 P.O. Box 17217 Portland, OR 97217-0217 Telephone: 503.283.1191 or 800.545.1191 Fax: 503.289.7644 CORPORATE OFFICE: Malarkey has technical services assistance available. Contact Malarkey for details: Call weekdays 7:00 am to 5:00 pm Paciﬁc Time at 800.545.1191 or 503.283.1191. technicalinquiries@malarkeyrooﬁng.com TECHNICAL ASSISTANCE: STEEP SLOPE – RESIDENTIAL – LAMINATE – VISTA ® SHINGLE LINE – SKU: 251 / 252 TECHNICAL DETAILS WIDTH ± 1 ⁄8" 131⁄4" 337 mm LENGTH ± 1 ⁄4" 39" 0.99 m EXPOSURE 55⁄8" 143 mm GRANULE ADHESION 0.35 g Typical Results SHINGLES/SQUARE 66 3 bundles/square SQUARES/PALLET 16 TEST COMPLIANCE ASTM D7158 Class H ASTM D3462 ASTM D3161 Class F ASTM D3018 Type I ASTM E108 Class A Fire Rating CSA A123.5 ICC APPROVAL ESR-3150 UL RATING 2218 Class 3 † Compliant with CEC Title 24, Part 6 Cool Roof Requirements† FBC APPROVAL #14809 FEATURES & BENEFITS • Fortiﬁed with sustainable NEX® polymer modiﬁed asphalt technology • Superior granular embedment and tear resistance • Larger nailing area of The Zone® • Double rain seal protection • 3M ™ Smog-Reducing Granules • Algae-resistant Vista® AR • Limited Lifetime Shingle Warranty • Limited & Enhanced Wind Warranties † CRRC and California Energy Code Title 24, Part 6 only applies to Vista® Sienna Blend and Silverwood shingles. 2020-162893 02/10/22 SHEET S1 4 ENGINEER 1 CHECKED FILE DRAWN SCALE DATE En g i n e e r i n g REVISIONS JOB# DR A W I N G PR O J E C T Mc C u l l u m BY Fr a m i n g P l a n Fo u n d a t i o n & Sa n t a A n a , C A 9 2 7 0 6 24 0 5 F a i r m o n t A v e . BB Q P a v i l i o n STAMP em a i l : E M e n g i n e e r i n g @ v e r i z o n . n e t (3 1 0 ) 9 4 4 - 0 8 9 8 72 7 2 n d S t . , S u i t e 1 0 4 He r m o s a B e a c h , C A 9 0 2 5 4 Co p y r i g h t 2 0 0 5 . A l l r i g h t s r e s e r v e d . T h e u s e o f t h e s e p l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d , a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n o r r e u s e b y a n y m e t h o d , i n w h o l e o r p a r t , i s p r o h i b i t e d w i t h o u t t h e p e r m i s s i o n a n d c o n s e n t o f E r i c M c C u l l u m E n g i n e e r i n g S e r v i c e s . (M c C u l l l u m E n g i n e e r i n g , I n c . ) . T i t l e t o t h e P l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . I n t h e e v e n t o f u n a u t h o r i z e d r e u s e o f t h e p l a n s b y a t h i r d p a r t y , t h e t h i r d p a r t y s h a l l h o l d M c C u l l u m E n g i n e e r i n g h a r m l e s s . N o t e : P l a n s a r e n o t v a l i d f o r c o n s t r u c t i o n u n l e s s a p p r o v e d b y t h e c o r r e s p o n d i n g c i t y b u i l d i n g de p a r t m e n t . In c . 2 2020-162893 02/10/22 11 12 6 1 7 2 18 13 8 3 9 4 10 5 16 17 15 2019 DATE SCALE SD1 SHEET JOB# DRAWN FILE CHECKED ENGINEER DR A W I N G REVISIONS PR O J E C T BY En g i n e e r i n g Mc C u l l u m De t a i l s St r u c t u r a l 14 STAMP em a i l : E M e n g i n e e r i n g @ v e r i z o n . n e t (3 1 0 ) 9 4 4 - 0 8 9 8 72 7 2 n d S t . , S u i t e 1 0 4 He r m o s a B e a c h , C A 9 0 2 5 4 Co p y r i g h t 2 0 0 5 . A l l r i g h t s r e s e r v e d . T h e u s e o f t h e s e p l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d , a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n o r r e u s e b y a n y m e t h o d , i n w h o l e o r p a r t , i s p r o h i b i t e d w i t h o u t t h e p e r m i s s i o n a n d c o n s e n t o f E r i c M c C u l l u m E n g i n e e r i n g S e r v i c e s . (M c C u l l l u m E n g i n e e r i n g , I n c . ) . T i t l e t o t h e P l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . I n t h e e v e n t o f u n a u t h o r i z e d r e u s e o f t h e p l a n s b y a t h i r d p a r t y , t h e t h i r d p a r t y s h a l l h o l d M c C u l l u m E n g i n e e r i n g h a r m l e s s . N o t e : P l a n s a r e n o t v a l i d f o r c o n s t r u c t i o n u n l e s s a p p r o v e d b y t h e c o r r e s p o n d i n g c i t y b u i l d i n g de p a r t m e n t . In c . 4 Sa n t a A n a , C A 9 2 7 0 6 24 0 5 F a i r m o n t A v e . BB Q P a v i l i o n 2020-162893 02/10/22 01.05.20 ROBLES RESIDENCE All drawings and written material appearing herein constitute original and unpublished work of the designer and may not be duplicated, used or disclosed without the written consent of the designer. Project: Date: 2405 FAIRMONT AVE., SANTA ANA, CA PATIO COVER 3/32" = 1'-0" Name: Scale: Sheet #: A100 2455 190th Street, Suite I Redondo Beach, CA 90278 p:310.318.7174 CITY APPROVED SITE PLAN WITH PATIO ADDITION 2020-162893 02/10/22 11 DATE SCALE SN1 SHEET JOB# DRAWN FILE CHECKED ENGINEER DR A W I N G REVISIONS PR O J E C T BY En g i n e e r i n g Mc C u l l u m No t e s a n d Sp e c i f i c a t i o n s STAMP em a i l : E M e n g i n e e r i n g @ v e r i z o n . n e t (3 1 0 ) 9 4 4 - 0 8 9 8 72 7 2 n d S t . , S u i t e 1 0 4 He r m o s a B e a c h , C A 9 0 2 5 4 Co p y r i g h t 2 0 0 5 . A l l r i g h t s r e s e r v e d . T h e u s e o f t h e s e p l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d , a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n o r r e u s e b y a n y m e t h o d , i n w h o l e o r p a r t , i s p r o h i b i t e d w i t h o u t t h e p e r m i s s i o n a n d c o n s e n t o f E r i c M c C u l l u m E n g i n e e r i n g S e r v i c e s . (M c C u l l l u m E n g i n e e r i n g , I n c . ) . T i t l e t o t h e P l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . I n t h e e v e n t o f u n a u t h o r i z e d r e u s e o f t h e p l a n s b y a t h i r d p a r t y , t h e t h i r d p a r t y s h a l l h o l d M c C u l l u m E n g i n e e r i n g h a r m l e s s . N o t e : P l a n s a r e n o t v a l i d f o r c o n s t r u c t i o n u n l e s s a p p r o v e d b y t h e c o r r e s p o n d i n g c i t y b u i l d i n g de p a r t m e n t . In c . 4 Sa n t a A n a , C A 9 2 7 0 6 24 0 5 F a i r m o n t A v e . BB Q P a v i l i o n 2020-162893 02/10/22 11 DATE SCALE SN2 SHEET JOB# DRAWN FILE CHECKED ENGINEER DR A W I N G REVISIONS PR O J E C T BY En g i n e e r i n g Mc C u l l u m No t e s a n d Sp e c i f i c a t i o n s STAMP em a i l : E M e n g i n e e r i n g @ v e r i z o n . n e t (3 1 0 ) 9 4 4 - 0 8 9 8 72 7 2 n d S t . , S u i t e 1 0 4 He r m o s a B e a c h , C A 9 0 2 5 4 Co p y r i g h t 2 0 0 5 . A l l r i g h t s r e s e r v e d . T h e u s e o f t h e s e p l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d , a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n o r r e u s e b y a n y m e t h o d , i n w h o l e o r p a r t , i s p r o h i b i t e d w i t h o u t t h e p e r m i s s i o n a n d c o n s e n t o f E r i c M c C u l l u m E n g i n e e r i n g S e r v i c e s . (M c C u l l l u m E n g i n e e r i n g , I n c . ) . T i t l e t o t h e P l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . I n t h e e v e n t o f u n a u t h o r i z e d r e u s e o f t h e p l a n s b y a t h i r d p a r t y , t h e t h i r d p a r t y s h a l l h o l d M c C u l l u m E n g i n e e r i n g h a r m l e s s . N o t e : P l a n s a r e n o t v a l i d f o r c o n s t r u c t i o n u n l e s s a p p r o v e d b y t h e c o r r e s p o n d i n g c i t y b u i l d i n g de p a r t m e n t . In c . 4 Sa n t a A n a , C A 9 2 7 0 6 24 0 5 F a i r m o n t A v e . BB Q P a v i l i o n 2020-162893 02/10/22 EMeng File No. 21-008 2405 Fairmont Ave. Santa Ana, CA Eric W. McCullum RCE 68850, EXP. 9-30-23 REVISED December 17th, 2021 MCCULLUM ENGINEERING, INC. 727 2nd Street, Suite 104, Hermosa Beach, CA 90254 ● Emengineering@verizon.net ● 310-944-0898 Structural Calculations BBQ Pavilion Prepared For Frank Robles 2020-162893 02/10/22 File No. 21-008 Topic Design Criteria...............… 2 Loads............................… 3-5 Roof Framing................… 6-7 Floor Framing................… 8 Lateral Analysis…………. 9-10 Foundation……………… 11 Santa Ana, CA Table of Contents Sheet # 2405 Fairmont Ave. MCCULLUM ENGINEERING, INC. 727 2nd Street, Suite 104 Hermosa Beach, CA 90254 Frank Robles 2020-162893 02/10/22 Design Criteria:2405 Fairmont Ave. 21-008 Code:2019 California Building Code Timber:Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 “ ” Posts & Beams: DF-L #1 “ ” Glue-Lam Beams: Simple Span:Grade 24F-V4 (DF/DF) Cantilevers:Grade 24F-V8 (DF/DF) Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing: Wood I-Joists:TJI 110,210,230,360,560 ICC ESR-1153 LVL, PSL 1.9E Microllam, 2.0E Parallam ICBO ER-4979 Concrete: Compressive Strength @ 28 days per ASTM C39-96: Footings: f’c = 2500 psi Grade Beams: f’c = 3000 psi Concrete Block: Grade N-I per ASTM C90-95, f’m = 1500 psi per ASTM E447-92 Mortar:Type S Mortar Cement per ASTM C270-95, Min. f’m = 1800 psi @ 28 days. Grout:Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. f’m = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger:ASTM A615-60 (Fy = 60 ksi) #3 & Smaller:ASTM A615-40 (Fy = 40 ksi) Structural Steel: ‘W’ Shapes:ASTM A992, Fy= 50 Plates, Angles, Channels:ASTM A36, Fy = 36 ksi Tube Shapes:ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes:ASTM A53, Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 A615-60 Rebar: E90 Series Bolts: Sill Plate Anchor Botls & Threaded Rods:A307 Quality Minimum Steel Moment & Braced Frames:A325 (Bearing, U.N.O.) Soils: References: MCCULLUM ENGINEERING, INC. 727 2nd Street, Suite 104 Hermosa Beach, CA 90254 1500 psf Bearing Pressure 2020-162893 02/10/22 JOB 727 2nd Streeet, Suite 104 SHEET NO OF Hermosa Beach, CA 90254 CALCULATED BY DATE (p) 310-944-0898 CHECK BY DATE (f) 310-376-6999 SCALE LOAD LIST Roof (Vaulted) Roofing psf 15/32” Sheathing psf Roof Framing psf Insulation and Misc. psf psf SDL = psf SLL = psf Total Load = psf Roof (w/ ceiling) N/A psf N/A psf N/A psf N/A psf SDL = psf SLL = psf Total Load = psf Ceiling N/A psf N/A psf N/A psf SDL = psf SLL = psf Total Load = psf MCCULLUM ENGINEERING, INC. 4.0 6.0 1.8 2.2 14.0 20.0 34.0 0.0 20.0 20.0 2.2 2.8 2.0 7.0 10.0 17.0 21-008 EWM 3/31/21 2020-162893 02/10/22 JOB SHEET NO OF 727 2nd Streeet, Suite 104 CALCULATED BY DATE Hermosa Beach, CA 90254 CHECK BY DATE (p) 310-944-0898 SCALE (f) 310-376-6999 LOAD LIST (CONTIN) Floor Floor Cover psf Sheathing psf 2x F.J.psf Misc.psf psf SDL = psf SLL = psf Total Load = psf Seismic IFSDS (CBC Equation 12.14-11)Fa = Fv = 1.4R Ss = SDS = 2/3 * Fa*Ss V= WDL = Wind See Lateral Analysis for Wind Loads 1.0I = 1.3231.5R = WDLV= MCCULLUM ENGINEERING, INC. 4.0 2.3 3.2 53.0 3.5 13.0 21-008 EWM 40.0 1.5 3/31/21 1.0 ρ = 1.3 1.0 F = 0.546 0.882 2020-162893 02/10/22 2020-162893 02/10/22 Multiple Simple Beam MCCULLUM ENGINEERINGLic. # : KW-06006965 McCullum Engineering, Inc. 727 2nd St., Suite 104 Hermosa Beach, CA 90254 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Robles Calcs.ec6 Project Title: Engineer: Project ID: Printed: 9 NOV 2021, 2:11PM Project Descr: RB-1 to RB-4Description : BEAM Size : 2x6, Sawn, Braced @ 1/3 Points Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psi Fc - Perp Ebend- xx ksi Density pcf RB-1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr = 0.020 k/ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio = 0.278 : 1 Max Reactions (k) HE W S Lr L +D+Lr+HLoad Comb : Span # 1 Left Support D in 3.500 in ft 26.13 psi Fb : Allowable : 1,641.01 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio = 0.116 : 1 6.557 ft 456.87 psi at at fv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.043 in Transient Upward 0.000 in Total Downward 0.077 in Total Upward 0.000 in 0.07 0.09 0.07 0.09 Ratio 1934 1094Ratio LC: Lr Only LC: +D+Lr+H LC: LC: BEAM Size : 4x12, Sawn, Braced @ 1/3 Points Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psi Fc - Perp Ebend- xx ksi Density pcf RB-2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr = 0.020 k/ft, Trib= 7.50 ft .Design Summary Max fb/Fb Ratio = 0.772 : 1 Max Reactions (k) HE W S Lr L +D+Lr+HLoad Comb : Span # 1 Left Support D in 7.000 in ft 60.91 psi Fb : Allowable : 1,358.70 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr+H 225.00 psi fb : Actual : Max fv/FvRatio = 0.271 : 1 13.067 ft 1,049.45 psi at at fv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.185 in Transient Upward 0.000 in Total Downward 0.324 in Total Upward 0.000 in 0.79 1.05 0.79 1.05 Ratio 909 517Ratio LC: Lr Only LC: +D+Lr+H LC: LC: 6 2020-162893 02/10/22 Multiple Simple Beam MCCULLUM ENGINEERINGLic. # : KW-06006965 McCullum Engineering, Inc. 727 2nd St., Suite 104 Hermosa Beach, CA 90254 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Robles Calcs.ec6 Project Title: Engineer: Project ID: Printed: 9 NOV 2021, 2:11PM Project Descr: BEAM Size : 6x12, Sawn, Braced @ 1/3 Points Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.1 1,350.0 1,350.0 925.0 625.0 1,600.0 580.0 170.0 675.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psi Fc - Perp Ebend- xx ksi Density pcf RB-3 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr = 0.020 k/ft, Trib= 4.0 ft .Design Summary Max fb/Fb Ratio = 0.216 : 1 Max Reactions (k) HE W S Lr L +D+Lr+HLoad Comb : Span # 1 Left Support D in 7.000 in ft 21.54 psi Fb : Allowable : 1,677.59 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr+H 212.50 psi fb : Actual : Max fv/FvRatio = 0.101 : 1 13.067 ft 363.07 psi at at fv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.062 in Transient Upward 0.000 in Total Downward 0.117 in Total Upward 0.000 in 0.49 0.56 0.49 0.56 Ratio 2695 1440Ratio LC: Lr Only LC: +D+Lr+H LC: LC: BEAM Size : 6x12, Sawn, Braced @ 1/3 Points Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.1 1,350.0 1,350.0 925.0 625.0 1,600.0 580.0 170.0 675.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psi Fc - Perp Ebend- xx ksi Density pcf RB-4 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr = 0.020 k/ft, Trib= 2.0 ft Unif Load: D = 0.0480 k/ft, Trib= 1.0 ft Point: D = 0.790, Lr = 1.050 k @ 7.0 ft .Design Summary Max fb/Fb Ratio = 0.568 : 1 Max Reactions (k) HE W S Lr L +D+Lr+HLoad Comb : Span # 1 Left Support D in 7.000 in ft 40.48 psi Fb : Allowable : 1,677.59 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr+H 212.50 psi fb : Actual : Max fv/FvRatio = 0.190 : 1 13.067 ft 952.03 psi at at fv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.125 in Transient Upward 0.000 in Total Downward 0.265 in Total Upward 0.000 in 1.02 0.81 1.02 0.81 Ratio 1348 634Ratio LC: Lr Only LC: +D+Lr+H LC: LC: 7 2020-162893 02/10/22 Multiple Simple Beam MCCULLUM ENGINEERINGLic. # : KW-06006965 McCullum Engineering, Inc. 727 2nd St., Suite 104 Hermosa Beach, CA 90254 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: Robles Calcs.ec6 Project Title: Engineer: Project ID: Printed: 9 NOV 2021, 2:11PM Project Descr: FB-1 to RB-2Description : BEAM Size : 3x6, Sawn, Braced @ 1/3 Points Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psi Fc - Perp Ebend- xx ksi Density pcf FB-1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0130, L = 0.040 k/ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio = 0.320 : 1 Max Reactions (k) HE W S Lr L +D+L+HLoad Comb : Span # 1 Left Support D in 3.500 in ft 24.50 psi Fb : Allowable : 1,338.26 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+L+H 180.00 psi fb : Actual : Max fv/FvRatio = 0.136 : 1 6.557 ft 428.43 psi at at fv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.052 in Transient Upward 0.000 in Total Downward 0.072 in Total Upward 0.000 in 0.07 0.19 0.07 0.19 Ratio 1612 1167Ratio LC: L Only LC: +D+L+H LC: LC: BEAM Size : 4x8, Sawn, Braced @ 1/3 Points Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.1 1,000.0 1,000.0 1,500.0 625.0 1,700.0 620.0 180.0 675.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psi Fc - Perp Ebend- xx ksi Density pcf FB-2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0130, L = 0.040 k/ft, Trib= 7.0 ft .Design Summary Max fb/Fb Ratio = 0.696 : 1 Max Reactions (k) HE W S Lr L +D+L+HLoad Comb : Span # 1 Left Support D in 3.500 in ft 64.91 psi Fb : Allowable : 1,295.90 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+L+H 180.00 psi fb : Actual : Max fv/FvRatio = 0.361 : 1 6.417 ft 902.52 psi at at fv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.080 in Transient Upward 0.000 in Total Downward 0.108 in Total Upward 0.000 in 0.34 0.98 0.34 0.98 Ratio 1043 776Ratio LC: L Only LC: +D+L+H LC: LC: 8 2020-162893 02/10/22 JOB 727 2nd Streeet, Suite 104 SHEET NO OF Hermosa Beach, CA 90254 CALCULATED BY DATE (p) 310-944-0898 CHECK BY DATE (f) 310-376-6999 SCALE Lateral Design & Analysis (Single-Story) Seismic: V = F * SDS (CBC Equation 1.4*R 12.14-11) Total Wind Load = 60sf. x 16.1psf = 966 lbs. V = * Wt Siesmic Governs, See Below Roof Weight Roof Wt. = psf x sq. ft. =lbs. psf x sq. ft. =lbs. psf x sq. ft. =lbs. psf x sq. ft. =lbs. Total Trib. WR = lbs. Total Seismic Dead Load: W t = lbs. Base Shear: V = * W t = lbs. Roof Diaphragm: V =lbs. A =sq. ft f p = V/A =psf Wind Loads 16.1psf P = R = 313 4382 SDS = F = 14.0 0.0 2393 313 7.64 0.0 21-008 EWM 3/31/21 1.0I = 1.0 1.5 0.546 4382 4382 0.546 2393 0 0 0 MCCULLUM ENGINEERING, INC. ρ = 1.3 0.882 9 2020-162893 02/10/22 10 2020-162893 02/10/22 JOB 727 2nd Streeet, Suite 104 SHEET NO OF Hermosa Beach, CA 90254 CALCULATED BY DATE (p) 310-944-0898 CHECK BY DATE (f) 310-376-6999 SCALE FOUNDATION DESIGN CONTINUOUS FOOTING w = plf ASBP = psf width = plf ft (MIN.) => 3 INCHES (MIN.) psf USE 12 " WIDE CONTIN. FTG W/ 2 - # 4 TOP AND BOTTOM & EMBED. 12 " INTO UNDISTURBED SOIL (MIN.) MAX POINT LOAD ON FOOTING Pall = * 12 * 36 12 12 Pall = lbs PAD DESIGN PAD SIZE LOAD P1 18 " SQUARE x 18 " THK Pmax = * 2 2 W/ 3 -# 4 EACH WAY Pmax = lbs MCCULLUM ENGINEERING 21-008 3/31/21EWM 1500 4500 1500 3375 1500 324 324 1500 =0.216 11 2020-162893 02/10/22 SHEET S1 4 ENGINEER 1 CHECKED FILE DRAWN SCALE DATE En g i n e e r i n g REVISIONS JOB# DR A W I N G PR O J E C T Mc C u l l u m BY Fr a m i n g P l a n Fo u n d a t i o n & Sa n t a A n a , C A 9 2 7 0 6 24 0 5 F a i r m o n t A v e . BB Q P a v i l i o n STAMP em a i l : E M e n g i n e e r i n g @ v e r i z o n . n e t (3 1 0 ) 9 4 4 - 0 8 9 8 72 7 2 n d S t . , S u i t e 1 0 4 He r m o s a B e a c h , C A 9 0 2 5 4 Co p y r i g h t 2 0 0 5 . A l l r i g h t s r e s e r v e d . T h e u s e o f t h e s e p l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d , a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n o r r e u s e b y a n y m e t h o d , i n w h o l e o r p a r t , i s p r o h i b i t e d w i t h o u t t h e p e r m i s s i o n a n d c o n s e n t o f E r i c M c C u l l u m E n g i n e e r i n g S e r v i c e s . (M c C u l l l u m E n g i n e e r i n g , I n c . ) . T i t l e t o t h e P l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . I n t h e e v e n t o f u n a u t h o r i z e d r e u s e o f t h e p l a n s b y a t h i r d p a r t y , t h e t h i r d p a r t y s h a l l h o l d M c C u l l u m E n g i n e e r i n g h a r m l e s s . N o t e : P l a n s a r e n o t v a l i d f o r c o n s t r u c t i o n u n l e s s a p p r o v e d b y t h e c o r r e s p o n d i n g c i t y b u i l d i n g de p a r t m e n t . In c . 2 2020-162893 02/10/22 11 12 6 1 7 2 18 13 8 3 9 4 10 5 16 17 15 2019 DATE SCALE SD1 SHEET JOB# DRAWN FILE CHECKED ENGINEER DR A W I N G REVISIONS PR O J E C T BY En g i n e e r i n g Mc C u l l u m De t a i l s St r u c t u r a l 14 STAMP em a i l : E M e n g i n e e r i n g @ v e r i z o n . n e t (3 1 0 ) 9 4 4 - 0 8 9 8 72 7 2 n d S t . , S u i t e 1 0 4 He r m o s a B e a c h , C A 9 0 2 5 4 Co p y r i g h t 2 0 0 5 . A l l r i g h t s r e s e r v e d . T h e u s e o f t h e s e p l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d , a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n o r r e u s e b y a n y m e t h o d , i n w h o l e o r p a r t , i s p r o h i b i t e d w i t h o u t t h e p e r m i s s i o n a n d c o n s e n t o f E r i c M c C u l l u m E n g i n e e r i n g S e r v i c e s . (M c C u l l l u m E n g i n e e r i n g , I n c . ) . T i t l e t o t h e P l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . I n t h e e v e n t o f u n a u t h o r i z e d r e u s e o f t h e p l a n s b y a t h i r d p a r t y , t h e t h i r d p a r t y s h a l l h o l d M c C u l l u m E n g i n e e r i n g h a r m l e s s . N o t e : P l a n s a r e n o t v a l i d f o r c o n s t r u c t i o n u n l e s s a p p r o v e d b y t h e c o r r e s p o n d i n g c i t y b u i l d i n g de p a r t m e n t . In c . 4 Sa n t a A n a , C A 9 2 7 0 6 24 0 5 F a i r m o n t A v e . BB Q P a v i l i o n 2020-162893 02/10/22 11 DATE SCALE SN1 SHEET JOB# DRAWN FILE CHECKED ENGINEER DR A W I N G REVISIONS PR O J E C T BY En g i n e e r i n g Mc C u l l u m No t e s a n d Sp e c i f i c a t i o n s STAMP em a i l : E M e n g i n e e r i n g @ v e r i z o n . n e t (3 1 0 ) 9 4 4 - 0 8 9 8 72 7 2 n d S t . , S u i t e 1 0 4 He r m o s a B e a c h , C A 9 0 2 5 4 Co p y r i g h t 2 0 0 5 . A l l r i g h t s r e s e r v e d . T h e u s e o f t h e s e p l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d , a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n o r r e u s e b y a n y m e t h o d , i n w h o l e o r p a r t , i s p r o h i b i t e d w i t h o u t t h e p e r m i s s i o n a n d c o n s e n t o f E r i c M c C u l l u m E n g i n e e r i n g S e r v i c e s . (M c C u l l l u m E n g i n e e r i n g , I n c . ) . T i t l e t o t h e P l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . I n t h e e v e n t o f u n a u t h o r i z e d r e u s e o f t h e p l a n s b y a t h i r d p a r t y , t h e t h i r d p a r t y s h a l l h o l d M c C u l l u m E n g i n e e r i n g h a r m l e s s . N o t e : P l a n s a r e n o t v a l i d f o r c o n s t r u c t i o n u n l e s s a p p r o v e d b y t h e c o r r e s p o n d i n g c i t y b u i l d i n g de p a r t m e n t . In c . 4 Sa n t a A n a , C A 9 2 7 0 6 24 0 5 F a i r m o n t A v e . BB Q P a v i l i o n 2020-162893 02/10/22 11 DATE SCALE SN2 SHEET JOB# DRAWN FILE CHECKED ENGINEER DR A W I N G REVISIONS PR O J E C T BY En g i n e e r i n g Mc C u l l u m No t e s a n d Sp e c i f i c a t i o n s STAMP em a i l : E M e n g i n e e r i n g @ v e r i z o n . n e t (3 1 0 ) 9 4 4 - 0 8 9 8 72 7 2 n d S t . , S u i t e 1 0 4 He r m o s a B e a c h , C A 9 0 2 5 4 Co p y r i g h t 2 0 0 5 . A l l r i g h t s r e s e r v e d . T h e u s e o f t h e s e p l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d , a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n o r r e u s e b y a n y m e t h o d , i n w h o l e o r p a r t , i s p r o h i b i t e d w i t h o u t t h e p e r m i s s i o n a n d c o n s e n t o f E r i c M c C u l l u m E n g i n e e r i n g S e r v i c e s . (M c C u l l l u m E n g i n e e r i n g , I n c . ) . T i t l e t o t h e P l a n s , c a l c u l a t i o n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . I n t h e e v e n t o f u n a u t h o r i z e d r e u s e o f t h e p l a n s b y a t h i r d p a r t y , t h e t h i r d p a r t y s h a l l h o l d M c C u l l u m E n g i n e e r i n g h a r m l e s s . N o t e : P l a n s a r e n o t v a l i d f o r c o n s t r u c t i o n u n l e s s a p p r o v e d b y t h e c o r r e s p o n d i n g c i t y b u i l d i n g de p a r t m e n t . In c . 4 Sa n t a A n a , C A 9 2 7 0 6 24 0 5 F a i r m o n t A v e . BB Q P a v i l i o n 2020-162893 02/10/22