HomeMy WebLinkAbout0 PLAN REVIEW COMMENTS. REPOSNE 02.17.21Page 2 of 2
14) PROVIDE CURRENT BUILDING CODE ON THE TRUSS DRAWINGS. ([A]107)
N/A
15) HIGHLIGHT THE PRODUCT APPROVAL TABLES FOR EACH GLASS TYPE, FASTENER METHOD, MULLION
TYPE, ATTACHMENT METHOD. ([A]107.2.1)
Not required; all items on product list exceed code & pressure requirements
16) PLEASE USE THE CURRENT ENERGY FORM. ([A]107)
Revised – submitted with this email
17) ENERGY FORM- CAN NOT USE WORST CASE FOR A CUSTOM HOME. (R405.4.2)
Revised – submitted with this email
18) FINISHED FLOOR ELEVATION AND GRADING PLAN REQUIRED. THE SURVEY GRAPHICALLY SHOWS A
CORNER OF THE HOUSE OVERLAPPING THE AE FLOOD ZONE. PROVIDE THE ELEVATION FOR THE AE
FLOOD ZONE. THE GENERATOR CAN NOT BE BELOW THE DESIGN FLOOD ELEVATION. ([A]107.2.1)
Corner does not currently overlap. Surveyor will push house slightly more westward to clarify
19) THE EXACT SHAPE OF THE FLOOD ZONE MUST BE OVERLAYED ON THE SURVEY & SITE PLAN.
([A]107.2.1)
It is overlapped directly from FEMA website. This house is in Zone “X” non hazard
20) PROVIDE A SOIL REPORT WITH FOUNDATION RECOMMENDATIONS, BASED ON PROXIMITY TO THE
FLOOD ZONE AND POND. (R401.4)
Contractor has ordered per your request
21) PROVIDE SPECIFICATIONS FOR FILL, MAXIMUM LIFT & COMPACTION REQUIREMENTS. ([A]107.2.1)
Our General Notes cover soil bearing capacity requirements.
Contractor shall provide reports to AHJ with compaction results for every 12” of soil brought in.
22) SHOW SURFACE DRAINAGE, ADDRESS SWALE AT PROPERTY LINES. WEST PROPERTY LINE IS
ADJACENT TO A POND BANK (R401.3)
Surveyor to update
23) PROVIDE A PLUMBING RISER. ([A]107)
Please cite code. A clear & concise plumbing layout was provided on P-1 was in original
submittal will resend
24) PROVIDE SPECIFICATIONS AND INSTALL INSTRUCTIONS FOR THE STONE CLADDING. ([A]107.2.1)
Will provide cut sheet
25) MANUAL J- FRONT DOOR ORIENTATION IS INCORRECT. (R403.7)
Updated M-1 submitted with this email
Page 1 of 2
Pronto Plans LLC
Initial reply to comments received are below comments in blue
PLAN REVIEW COMMENTS-REPLY
PERMIT # 2101-0339
PEREIRA RESIDENCE
2) SHEET A-3, NO DIMENSIONS ON PLANS. LABEL EGRESS WINDOWS ([A]107.2.1)
Windows are Structural components they are labeled on S-2 & in window schedule A-6
Dimensions of slab are on S-1
3) CLARIFY THE FOOTER DIMENSION, WIDTH & DEPTH. ([A]107.2.1)
On S-1 & Footer Legend S-4
4) S4 SHOW BRACING FOR HALL COLUMN. ([A]107.2.1)
Covered on S-4 Callout #4 & Section View #11
5) S1- MULTIPLE COLUMN SIZES, PROVIDE THE SIZE OF EACH COLUMN WITH THE SIZE & QUANTITY OF
REINFORCING. ([A]107.2.1)
Page S-1 & S-4
6) NO STRAPS/CONNECTION DETAIL PROVIDED AT BEARING POINT IN GARAGE WALL.
S-4 Interior Bearing Wall Detail & S-6 Truss Connector Plan
7) NO STUD SPACING OR STUD MATERIAL FOR FRAMED WALLS PROVIDED. ([A]107.2.1)
([A]107.2.1)
Typically only structural walls are called out. Interior residential partitions can be anything that
meets code.
8) WALL TAGS DO NOT CORRESPOND WITH WALL LEGEND. ADDITIONAL REVIEW REQUIRED. ([A]107.2.1)
Will update S-4
9) BEAM SIZE & LINTELS CAN NOT BE FOUND. CLARIFY ON PLANS. ADDITIONAL REVIEW REQUIRED.
([A]107.2.1)
S-3, S-4, S-5
10) COMPLETE BUCK ATTACHMENT DETAIL REQUIRED. ([A]107.2.1)
Page S-4
11) TAG ALL TRUSS TO TRUSS CONNECTION. ADDITIONAL REVIEW REQUIRED. ([A]107.2.1)
Truss to Truss connections are provided by the truss company & are on layout
12) NO DIGITAL SIGNATURE PROVIDED ON TRUSS DRAWINGS. ([A]107)
N/A
13) PROVIDE A COMPLETE SPECIFICATION FOR TRUSS STRAPS. ([A]107.2.1)
S-6