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Home My WebLink AboutComment ResponseL. Hugh Anglin P.E. Rodriguez & Anglin Professional Design, Inc. 8404 NW 59th Street Tamarac, FL 33321 Email: haftware@yahoo.com To: St. Lucie County Building Department Re: Permit #1905-0020 Comment Response AUG 19 20ZI BOgROOW August 18, 202bU1rtor�'` }. o N�y� AlAf 20p0 pS09 0 E24IS1ONL'RS 99392 S 1. SHEET S-101- The ramp shows a curb symbol at the passenger loading zone (covered drop off), this is not consistent with the Site Plan designed by Ladyko Design Group and does not meet accessibility requirements. Curb symbol removed at the passenger loading zone (covered drop off) 2. SHETS S-101-Thickened edge details (1), (2) and (3)-the Reinforcement in Footers is inconsistent with Wall Sections (G), (F) and (G) on sheet s-104. Sheet S-101-The Reinforcements of Thickened edge detail in Footers 1 #5 continuous top and 2 #5 Bottom continuous. Sheets S104- Wall Section (G) 1 #5 Rebar top Continuous and 2 #5 Rebar bottom continuous. 3. Sheet S-104 -The Roof Deck material is inconsistent- Seethe Typical Exterior Wall Section on the right of the sheet. Two different notes call out different roof sheathing materials. Note 1- "5/8" PLYWOOD ROOF DECK W/8D @ 6" O.C.". Note 2- "MINIMUM 22 GUAGE STEEL ROOFING PANELS SHALL BE SECURED 6" O.C. TO STRUCTURAL SUPPORTS SPACED A MAXIMUM DISTANCE OF 5' O.C...." These are different notes one for Plywood roofing deck and the other for roofing panels. However, Per our conversation on August 17th I explained they were two separate notes. As to not complicate the......' review process, the roofing panel note has been removed and the architectural drawings take precedence on the roofing panel composition. 4. Sheet S-104 -There is an unknown/untagged u-block with reinforcing in the typical exterior wall sections, please call out the height of this beam and size of reinforcing. Sheet S-104 UBLOCK is 8"CMU Bond Beam w/1 #5 Rebar continuous. Tie Beam height @ 12'-0 PIKE GENERAL CONSTRUCTI 1515 N. University Drive, Suite#102B Coral Springs, Florida 33071 Phone: (954) 688-9522 Transmittal RECEIVED MAY 01 2019 ST. Lucie County, Permitting 4N INC. Main Office: 4131 S. US 1 Bldg.#2 Suite#3 Fort Pierce, Florida 34982 Email: Pikegcconstruction@Gmail.com com Phone: (772) 742-8906 LIC.:CGC1527409 r From: Phone:i906 ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Estimate Requested Comments: Documents Enclos 6w /ate 1 SAVANNAPUB, INC. Memo ARCHITECTURE I DEVELOPMENT I PHILANTHROPY To: St Lucie County, Planning & Development Services, Building & Code Regulation Division From: Audie Robinson, Director, Email: savannapub@gmail.com SAVANNAPUB, Inc. Phone: 813-313-7707 Date: April 14, 2021 Ref: United Pentecostal Fire cc: Petal T. Pike Ministries Trinity Int. Inc. Subject: Building Review Comment/Responses — Permit # 1905-0020 To Whom It May Concern, Please see below the responses to the outstanding building review comments Comments Responses 1 (1004.1) OCCUPANT COUNT The area of the platform less ramp, landing and A) INCLUDE THE CORRECT OCCUPANT COUNT FOR THE stairs is 206SF, which is 164/15= 12 occupants PLATFORM (15 NET). or 12 additional B) INCLUDE ALL STORAGE, MECHANICAL. C) BATHROOMS SERVING BOARD ROOM, SECRETARY, Note: FBC 202 Restrooms, Mechanical, BUSINESS AREAS ARE PART OF THE GROSS Storage is not to be Included in net area AREA. Calculations of Occupied areas. Therefore, total new occupant load is 132+20+48+46=246 occupants. 2 2) (1005.2) PLEASE PROVIDE THE QUANTITIES AND Complied. See revised Life Safety, A05 — Exit 1 MINIMUM REQUIRED WIDTH FOR EGRESS = 36"/.2 = 180 Persons COMPONENTS- AISLE WIDTH, EXIT WIDTH, MINIMUM Exit 2 = 36"/.2 = 180 Persons NUMBER OF EXITS. Total Egress = 360 Persons Total Occupant Load of the Sanctuary is 142. Aisle width = 45" + 45" + 60" = 150" 225 + 225 + 300 = 750 Persons 3 (1005.3) PLEASE SHOW THE EGRESS CAPACITY FOR Complied. See revised Life Safety, A05 EACH OF THE EXIT DOORS. 4 (1007.11) PLEASE SHOW THE DISTANCE BETWEEN EXIT See revised Life Safety, A05 DOORS AND THE LENGTH OF THE MAXIMUM Distance between exit doors is 34'-4". OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. Maximum diagonal is 55'-0" 5 (1009.1) ACCESSIBLE MEANS OF EGRESS REQUIRED. A Complied. 4" STEP IS SHOWN AT MULTIPLE EXITS. See revised Life Safety, A05 4" steps have been removed. 6 PLEASE PROVIDE RAMP DIMENSIONS AND DETAILS AT Complied. See revised Life Safety, A05 THE PLATFORM. LENGTH; HEIGHT, SLOPE, HANDRAILS. SEE SECTION (1012.1) SAVANNAPUB I PO Box 773553 Ocala, FL 344771 savannapub.com Isavannapub@gmail.com 1813-313-7707 Memo SAVANNAPUB, INC. ARCHITECTURE I DEVELOPMENT I PHILANTHROPY 7 PLEASE PROVIDE THE MINIMUM FIRE PERFORMANCE Complied. See revised Life Safety, A05 AND SMOKE DEVELOPMENT OF INTERIOR FINISHES. (801.1) 8 1401, EXTERIOR WALLS) MORE INFORMATION See Sheets A601 & A901. REQUIRED- COMPLETE WALL SECTIONS, SECTIONS & See also A101, A105, A106, A501, A502, A561, DETAILS FOR THE CROSS, SECTIONS & DETAILS FOR A601, A901. THE COVERED WALKWAY & DRIVE THROUGH. 3/4/2021 Comment: ([A] 107.2.4) EXTERIOR WALL ENVELOPE. CONSTRUCTION DOCUMENTS FOR ALL BUILDINGS SHALL DESCRIBE THE EXTERIOR WALL ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE WITH THIS CODE. THE CONSTRUCTION DOCUMENTS SHALL PROVIDE DETAILS OF THE EXTERIOR WALL ENVELOPE AS REQUIRED, INCLUDING FLASHING, INTERSECTIONS WITH DISSIMILAR MATERIALS, CORNERS, END DETAILS, CONTROL JOINTS, INTERSECTIONS AT ROOF, EAVES OR PARAPETS, MEANS OF DRAINAGE, WATER -RESISTIVE MEMBRANE AND DETAILS AROUND OPENINGS. 9 ([A]107.2.1) STRUCTURAL DRAWINGS ARE INCOMPLETE, Complied. Walk way & stairs removed. PROVIDE A COMPLETE SET OF DRAWINGS, See A101, A105, A106, A501, A502, A561, SPECIFICATIONS & DETAILS FOR REVIEWGENERAL A601, A901. NOTES & SPECIFICATIONS CONCRETE STEEL WOOD MASONRY SLABS & FOUNDATION REINFORCEMENT SOIL ALUMINUM BUILDING STRUCTURE ALL COLUMNS, BEAMS, PIERS SPECIFIED VERTICAL MASONRY REINFORCEMENT IS INCOMPLETE WINDOW BUCKS CROSS/STEEPLE DESIGN, DRIVE THROUGH, COVERED WALK RAMPS, STAIRS COMPLETE FRAMING PLAN OF PLATFORM 10 SHEET S-101 COVERED WALK FTG SHOWS STEEL Walk way has been removed. REBAR IN CONTACT WITH ALUMINUM. ALUMINUM IS IMBEDDED IN CONCRETE. REVISE AS NEEDED. ([A]107.2.1) 11 MANEUVERING CLEARANCES ARE NOT PROVIDED AT Complied. See revised Life Safety, A05 RESTROOM DOORS. (404.2.4) 12 PROVIDE ACCESSIBLE ROUTE TO PLATFORM. (206.1) Complied. See revised Life Safety, A05 SAVANNAPUB I PO Box 773553 Ocala, FL 344771 savannapub.com Isavannapub@gmail.com 1813-313-7707 IN Memo SAVANNAPUB, INC. ARCHITECTURE I DEVELOPMENT I PHILANTHROPY 13 PLEASE SHOW THE NUMBER AND LOCATION OF Complied. See revised Life Safety, A05 WHEELCHAIR SPACES IN THE ASSEMBLY AREA. (221.1) 14 THE PLUMBING FIXTURE COUNT DOES NOT USE THE Complied. CORRECT NUMBER OF OCCUPANTS, AS SHOWN 246 Occupants IN THE OCCUPANT LOAD CALCULATION. (2902) MALE = 123 (1/125WC & 1/200LAV) = 1 WC, LAV 1 FEMALE = 123 (1/65WC & 1/200LAV) = 2 WC, LAV 1 TOTAL REQUIRED: 3 WC, LAV 2, 1 DRINKING FOUNTAIN, 1 SERVICE SINK PROVIDED: 4 WC, 1 URINAL, 5 LAV 1 SERVICE SINK, 1 DRINKING FOUNTAIN 15 PROVIDE DRINKING FOUNTAIN SPECIFICATION AND Complied. See revised Life Safety, A05 FORWARD APPROACH. (602.1) 16 PLEASE PROVIDE THE LATEST SITE PLAN TO THE Complied. See GC BUILDING DEPT FOR REVIEW. ([A]107.2.1) 17 INCOMPLETE PRODUCT APPROVAL NUMBERS Complied. See Product Approval Affidavit PROVIDED, SOFFIT IS NOT VALID, SHUTTER NOT PROVIDED. HIGHLIGHT THE ATTACHMENT METHOD FOR EACH PRODUCT. AS AN ALTERNATIVE COMPLETE THE ST LUCIE COUNTY PRODUCT REVIEW AFFIDAVIT. ([A]107.2.1) G :)i';1 y dos£ so9jN41 Y� "ARao 4/14/21 Respectfully, Audie Robinson, NCARB, LEED® AP, DBE, CFRM Director SAVANNAPUB, INC Architecture I Development I Philanthropy Cell: +1 (813) 313 7707 1 Email: savannapub@gmail.com SAVANNAPUB I PO Box 773553 Ocala, FL 344771 savannapub.com Isavannapub@gmail.com 1813-313-7707 K��avea I °�a 5- aaaa FHB 19 2021 P, nitting Compartment SAVAN NAP U B, INC. �C1ecounty Memo 4 ' ARCHITECTURE I DEVELOPMENT I PHILANTHROPY To: St Lucie County, Planning & Development Services, Building & Code Regulation Division From: Audie Robinson, Director, Email: SAVANNAPUB, Inc. savannapub@gmail.com Phone: 813-313-7707 Date: February 15, 2021 Ref: United Pentecostal Fire cc: Ministries Trinity Int. Inc. Petal T. Pike Subject: Building Revi ew Comment/Responses — 1906 —OOZO To Whom It May Concern, Please see below the responses to the outstanding building review comments Comments Responses 1 Occupant Count & Dimensions are correct The occupant load has been resolved on on the plans the plan by showing the seats and aisles. The sanctuary has 148 occupants and the other spaces has 48. Therefore, the total occupant load is 196. 2 Accessibility (ADA) requirements are met- The Civil site plans shows the required Site Plan updated- Engineering/Water accessible parking. The Architectural Quality Department still has not approved. sheets indicate the required accessibility details. 3 Copy of the Fire Sprinkler & Alarm permit Since the occupant load is less than 300, no fire sprinkler system is required for this building. Per FBC, 2017, 907.2.1 — Group with an occupant load less than 300 is not required to have a fire alarm. 4 Construction Type is correct on the plans The construction Type is reflected on the Life Safety plan as Type VB. 5 For the product approvals, we can move to a This project has elected to have the deferred submittal if you choose. product approvals as deferred submittals Re�spe II , Audie obinson, NCARB, LEED®AP, DBE, CFRM Director SAVANNAPUB, INC Architecture I Development I Philanthropy Cell: +1 (813) 313 7707 1 Email: savannapub@gmail.com SAVANNAPUB I PO Box 773553 Ocala, FL 344771 savannapub.com savannapub@gmail.com 1813-313-7707