My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
10-11044
Zephyrhills
>
Building Department
>
Permits
>
2010
>
10-11044
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/15/2011 3:20:20 PM
Creation date
8/15/2011 3:20:17 PM
Metadata
Fields
Template:
Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
10-11044
Building Department - Name
CIMORELLI,BRUCE
Address
6403 SILVER OAKS DR
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Project Name: Cimorelli Residence <br /> Project Address: 6403 Silver Oaks Drive Zephyrhills FL 33592 <br /> Edge Beam 3 x 2 Hollow, long axis vertical <br /> Fastening Schedule <br /> 1. Connection No. 1: Carry Beam to Structural Gutter: 1 -1/2" x 2 -1/8" x 1 -1/2" x 0.062" <br /> receiver channel with (4) #14 x 3/4" into beam each side and (4) #14 x 3/4" into <br /> Structural Gutter. Provide gutter brace at beam connection. <br /> Applicable Details Attached: <br /> 1. Upright Concrete Detail: B102 -10 <br /> 2. Purlin or Girt to Beam or Post Detail: C101 -10 <br /> 3. Upright to Beam Detail: D102 -10 <br /> 4. Upright to Carry Beam Detail: D108 -10 <br /> 5. Sloping Purlin to Upright Detail: F103 -10 <br /> 6. Internal Gusset Connection Detail — Gable Roof: Sheet E102 -10 <br /> 7. Gutter Detail: G101 -10 <br /> 8. Post Base Detail: SP1 -10 <br /> 9. Carry Beam Detail: SP2 -10 <br /> 10. Roof Panel to Fascia Detail: SP3 -10 <br /> 11. Screen Room Edge Beam: SP4 -10 <br /> 12. Cable Connection at Corner Detail: H107 -10 <br /> 13. Anchor Cable Connection at Foundation Detail: H105 -10 <br /> Specifications <br /> The following specifications are applicable to this project: <br /> 1. Where concrete specifications are required, whether in the screen enclosure scope or not, <br /> by one or more regulatory agency, the following specifications are applicable: <br /> a. Concrete shall conform to ASTM C94 for the following components: <br /> i. Portland Cement Type 1,- ASTM C 150 <br /> ii. Aggregates — Large Aggregate 3/4" max — ASTM C 33 <br /> iii. Air entraining +1- 1% - ASTM C 260 <br /> iv. Water reducing agent — ASTM C 494 <br /> v. Clean Potable water <br /> vi. Other admixtures not permitted <br /> b. Metal accessories shall conform to: <br /> i. Reinforcing Bars — ASTM A615, grade 60 <br /> ii. Welded wire fabric — ASTM A185 <br /> c. Concrete slump at discharge chute not less than 3" or more than 5 ". Water added <br /> after batching is not permitted. <br /> d. Prepare and place concrete per American Concrete Institute Manual of Standard <br /> Practice, Parts 1, 2, and 3 including hot weather recommendations. <br /> e. Moist cure or polyethylene curing permitted. <br /> FL #AA2600I769 <br /> FL CA #2884I 3 <br /> nC.rr 1 0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.