| Date |
Text |
| 2014-02-22 10:38:17 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | AN ATTEMPT WAS MADE TO REDLINE THE INSTALLATION |
| | SCHEDULE TO MAKE IT CONSISTENT WITH THE INFORMATION |
| | CIRCLED ON THE PRODUCT APPROVAL. HOWEVER, SOME OF THE |
| | DETAILS PROPOSED ARE IN CONFLICT WITH INFORMATION ON |
| | THE INSTALLATION SCHEDULE AND THE WRONG CHART WAS USED |
| | (WRONG SPAN). |
| | |
| | COMMENTS FROM PREVIOUS LIST: |
| | |
| | 1. SHUTTER CONNECTION MOUNTING TYPE PROPOSED NOT CLEAR. |
| | TOP IS 6B, SEE SHEET 6, NO 6B. SECTION 6 IS FOR POURED |
| | CONCRETE, INSTALLATION SCHEDULE STATES TOP SUBSTRATE IS |
| | WOOD. |
| | |
| | **4TH REVIEW, ALT 1 WAS CIRCLED ON THE PRODUCT |
| | APPROVAL, BUT INSTALLATION SCHEDULE STILL PROPOSES SECT |
| | 6B. PLEASE REVISE TO ALT 1. |
| | |
| | 2. ANCHOR SPACING DOES NOT APPEAR TO COMPLY WITH |
| | REQUIREMENTS OF PRODUCT APPROVAL. 12", 1, TOP CIRCLED |
| | ON SHEET 5, 3" EDGE DISTANCE. SEE FACTOR CHART ON SHEET |
| | 5; THIS REQUIRES A .35 FACTOR APPLIED TO THE ANCHOR |
| | SPACING (12" X .35). THIS CHART IS FOR CONCRETE |
| | SUBSTRATE, INSTALLATION SCHEDULE STATES TOP IS WOOD. |
| | PLEASE CORRELATE. |
| | |
| | **4TH REVIEW, ANCHOR SPACING TOP WAS CHANGED TO 6". |
| | FASTENER PROPOSED IS TAPCON, LAG SCREW REQUIRED FOR |
| | THIS CONNECTION TYPE. REVISE. |
| | |
| | **BOTTOM, SECTION 3 PROPOSED ON THE INSTALLATION |
| | SCHEDULE, SECTION 6 CIRCLED ON PRODUCT APPROVAL. |
| | |
| | **BOTTOM, 12" PROPOSED, BUT 11" CIRCLED ON THE PRODUCT |
| | APPROVAL. |
| | |
| | **BOTTOM, TAPCONS PROPOSED, CALK-IN CIRCLED ON PRODUCT |
| | APPROVAL. |
| | |
| | 3. THE 8' OR LESS CHART WAS USED, SHEET 5, BUT THE SPAN |
| | STATED IS 110". SPAN SHOULD BE MEASURED ANCHOR TO |
| | ANCHOR, WHICH SHOULD BE 116" FOR A 110" OPENING WITH 3" |
| | EDGE DISTANCE TOP AND BOTTOM. REVISE. |
| | |
| | **RESPONSE FROM CONTRACTOR STATES - "WITH DESIGN |
| | PRESSURE SPAN IS 9'8" @ 117" SHUTTER SIZE 112". " |
| | PLEASE SEE ANCHOR CHART ON SHEET 5 OF 8. ITEMS CIRCLED |
| | WERE FOR 8'0" SPAN OR LESS. THE CHART UNDERNEATH THIS |
| | IS THE ANCHOR SPACING FOR 8'0" TO 9'8". IF SECTION 6 |
| | BOTTOM IS PROPOSED, 8" ANCHOR SPACING IS REQUIRED. THE |
| | CHART USED BY CONTRACTOR IS FOR SPANS OF 96" AND LESS. |
| | |
| | CONTRACTOR IS REFERRING TO THE CHART ON SHEET 6 WHICH |
| | IS LIMITATIONS FOR VARIOUS TYPES OF TRACKS/MOUNTING. |
| | THE SPAN IS DETERMINED BY THE ACTUAL SIZE OF THE PANEL. |
| | ANCHOR SPACING DETERMINED BY SPAN OF PANEL (NOT SPAN |
| | ALLOWED BY DESIGN PRESSURE), CONNECTION TYPE AND |
| | FASTENER PROPOSED. |
| | |
| | |
| | |
