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TO: MICHAEL R. COUZZO, VILLAGE MANAGER
FROM: RUSSELL K. WHITE, PUBLIC SERVICES MANAGER ���
SUBJECT: BUILDING ADDITION / PUBLIC WORKS GARAGE
DATE: JANUARY 31, 2005
The following is a brief summary of the above subject:
We have budgeted $25,000.00 for the above referenced, the proposal came in $3,000.00
above the original budgeted amount, and therefore we will transfer the additional amount
from the Water System Maintenance account.
Once the Village Council approves, and we issue the Purchase Order, we can expect
construction to begin approximately two (2) weeks later.
This addition to providing much needed cover for our stored material, it will give our
facility a neater and cleaner appearance.
Please feel free to contact me should you require additional information.
VILLAGE OF TEQUESTA
VILLAGE COUNCIL MEETING AGENDA COVER/MEMORANDUM
Date Prepared: January 31, 2005
Meeting Date: February 10, 2005
CLASSIFICATION: Consent
Subject/Agenda Item/Summary: See attached
Consideration to approve a proposal for Building Improvements at the Public Works Garage
STAFF RECOMMENDATION TO [X] APPROVE [] DENY
Reviewed by: Costs: Attachments: Advertised:
None: (please list)
Date:
$28,000.00 Memorandum to
Village Manager Paper:
Proposal from
Funding Source: Contractor [X J Not required
[ ] Operating
(X) Other (explain) Purchase Order Affected Parties:
Budget Acct. # Engineered Drawings [] Notified (explain)
$25,000.00 from
401-414 653.600
$3,000.00 from [ ] None
401-243 546.342
Not Re uired
Submitted by: Originating Village Manager Council Action:
Department: Approval:
Russell K. White [ ) Approved
Utilities [ ] Approved
w/conditions:
( ] Denied
[ ] Tabled to:
RESOLUTION NO 38-04/05
A RESOLUTION OF THE VILLAGE COUNCIL OF THE
VILLAGE OF TEQUESTA, PALM BEACH COUNTY,
FLORIDA, AWARDING A BID PROPOSAL TO WILLIAM H.
MURPHY GC, INC., OF HOBE SOUND FLORIDA, IN THE
AMOUNT OF $28,000.00, FOR BUILDING
IMPROVEMENTS AT THE PUBLIC WORKS FACILITY
HAVING A BUDGETED AMOUNT OF $25,000.00 FROM
FUND 401-414 653.600, AND WITH THE BALANCE OF j
$300.00 TO BE TRANSFERRED FROM FUND 401-243 �
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546.342 AND AUTHORIZING THE VILLAGE MANAGER TO I
EXECUTE THE APPLICABLE PROPOSAL ON BEHALF OF
THE VILLAGE. �
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NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE �
COUNCIL OF THE VILLAGE OF TEQUESTA, PALM BEACB �
COUNTY, FLORIDA, AS FOI�LOWS: �
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Section 1. Consideration to award a bid proposal ,
to William H. Murphy GC, Inc., of Hobe Sound
Florida, in the amount of $28,000.00 for the
Building improvements at the Public Works Garage, �
attached hereto as Exhibit "A" and incorporated by �
reference as a part of this Resolution is hereby �
approved and the Village Manager of the Village of `
Tequesta is authorized to execute the same on ;
behalf of the Village. �
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THE FOREGOING RESOLUTION WAS OFE'ERED by �
Councilmember , who moved its �
adoption. The motion was seconded by '
Councilmember , and upon being i
put to a vote, the vote was as follows: �
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FOR ADOPTION AGAINST ADOPTION �
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The Mayor thereupon declared the Resolution duly
passed and adopted this 10th day of February, A.D,
2005.
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MAYOR OF TEQUESTA
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'� Pat Watkins I
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ATTEST:
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Gwen Carlisle �
Village Clerk I
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Resolution\Wynn&Sons.SeabrookRd. �
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Viliage of Tequesta Date: 1/31/05
Purchase Order Requisition Date Purchase Order is Req'd: 2J4/05
(Not a Purchase Order) Department: Utilities
Req. #:
Quotes Received: X (See Attached) Recommended Vendor: Vendor #:
Vendors Bids William H. Mur h
1 SOLE PROVIDER No one else would bid Address: 884d SE Robw n Street
2 Van Keuren Const. No Bid City: Hobe Sound
3 Van Brock Const. No Bid State & Zip: Florida, 33455
Comments:
Roof addition to the Public Works Gara e
$3,000.00 above bud eted amount / transfer $3.000.00 from 401-243 546.342
Manuf./ Available Balance
'*Pm Descri tion Part# Qty. Unit Price Total Cost Account # (Finance Use Onl )
Rc._ adition $25,000.00 401-412 653.600
$3,000.00 401-243 546.342
Total: $28,000.00
Finance/Administrative Use Only:
Department Head Signature: � �,'v`-� - � Date: / �� �'�`�
Fi� Director Signature: Date:
Village Manager A roval: Date:
Vilfa e Counci{ A provaf: Resofution #: Date:
PO#: Processed By: Date:
6 �_rS�;�.�5.�...,� °�.i�1��.�.�
WILLIAM H. MURPHY G.C. INC. ���� _
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8840 SE ROBWYN ST 4 �'�'�`° -' �`-��y ��` �
HOBE SOUND, FL 33455 i .� `'�
TEL/ FAX 561-747-7793 772-546-9940 �', ; : `'_`y`'
QUOTATION
Village of Tequesta Jan 15, 2005
250 Tequesta Dr
Tequesta, FI 33469
Attn: Russell White
As per your request, I priced out a three inch aluminum clad foam roof for the rear of the
Village Maintenance building.
The roof will be built on top of the existing slab at an elevation of ten feet.
After reviewing the original construction plans it was determined by the engineer that the
existing concrete slab was sufficient for this structure.
' am now waiting for the design plans from the manufacturer and will forward them as soon
they are received.
A preliminary estimate on the cost of this structure is approximately $ 28, 000.00 .
I feel that this roof wovld be excellent for this application and would require no
mainintenance.
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FL INSTRUGTIONS FOR TABLE USE e ��� =r �����
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_ t I � I WIND SPEED AND EXPOSURE GATEGOR�' �
BU ` L D 1 I�1� �ERIFr APPROPRIATE ALLOWABI.E l_tvE LOAD, a��:c"i..,."`oo�`:::
COD E E D I T 1 ON WITN GOVERNING MUNICIPALITY t1ND BWLDINCs CGDES IN EFFEGT FOR TFIE PROJEGT vaiooN�rvxmrwseoencn��csFx
EL f TE f�00F P,4NEL GLE,4� SPAN TABLE, OPEN � SCREENED ENCL05URES LOGATION USING 2001 FLORIDA BUILDINCs GODE. �IND ALLOWdBLE EUTE ROOF GLEAR FqANKlBENNM00,PE.Fl�PE0W8.A9
SPAN IN TABl.ES FOR APPROPRIATE PANEL DEPTN, FAGING TNIGKNE55, AND EPS GORE c000FOa�i>aaontv
wEICzuT SELECTED.
3" .024 3" .032 4" .024 4" .032 6" 024 6" .032 g" .024 8" .032 -
�loc. � Exp. Defl. �imit ' — NOTES ON DEFLEGTION USE:
LL 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b i�b 21b 11b 21b �' �' J 2��4
US'c L/120 FOR ALL NON 1-IVHZ FLORIDt1 ROOF MEMBERS OVER AN OPEN OR
��� B L/ �ZD �0 �7' 6" �7' S" �8' ��" �$' 9" 20' � �" ZQ' s{" 2�' �" 2�' � �" 26' $" Z$' 5" 2]' $" 2$' 3" 30' 3" 32� 9�� 32 � �J�� 33 � 7�� �=REEN-WALLED ROOM fUN.O.I, L/�80 FOR FLORID4 ROOF MEMBcRS TNAT SUPPORT "' "
NOTUING OR A NON-P�ASTERED CE�LINCs OvER AIV ENCLOSED ROOPi. AND l/740 FOR .
��� C, ��0 B L� �2� � � �6� � ��� �6� � ��� �8� 3�� �8� 2�� 2�� 3 �9� $" 2�� 5�� 2�� 3" 25� ���� 27' 6" 26' ��" 2]' S" 29' 4" 3�' 9" 3�' r j" 32' 6" FLORI�A RCOF MEMBERS 7HAT DO SUPPORT A PLASTERED GEILING OVER AN �I �DITION
ENGLOSED ROOM (PER 2001 FBG TABLE 1610.1)
. 110 C, 120 B L/ 120 13 16' 0" 16' 0" 17' 3" 17' 2" 19' 2" 18' 8" 19' 4" 19' 2" 24' 5" 26' 0" 25' 4" 25' 11" 27' 8" 30' 0" 29' 8" 30' 9" �TN`�' DESIC�N GONSIDEeATIONS: Z ' �
120 C, 130 B L/ 120 15 15' 1" 15' 1" 16' 3" 16' 3" 18' 1" 17' 7" 18' 3" 18' 1" 23' 0" 24' 6" 23' 11" 24' 5" 2g' 2" 28' 4" 28' 0" 29' 0" FR�T OVERNANG OM MAY BE UP TO 3' WITN VALUES ABOVE
, CGGD T4BLE LENGTH • WALL WIDTN • O/H FOR TOTAL PL�NEL LENGTHJ }-�
� 30 C. L� � 2� �$ � 4� '4�� �4� 4�� � 5� 5�� �5� 5�� �7� 2�� � 6� $�� �7� 4�� � 7� 2� 2�� � �� 23� 4� 22� 9�� 23� 3�� 24� � �� 26� � ��� 26� 7�� 27� 7�� MAX. UNSUPPORTED SIDE OVERF;ANG IS 25 e OF PANEL WIDTi-{ Ct2' FOR 4' PANEL IUIOTI-11 (.(1 `� Q��� Q
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� 4O B L/ � ZO 'I � ��I� B" 'I 4� 7�� � 5� J�� � 5� 9�� � �� f>� 'I 7� O° � �� H�� � �� F)�� 22� 4�� 23� 9�� 23� 2" Z3� H" Z5� 4�� 2�� 5�� 2�� Z" ZH� �" ROO� P�7GH Tp BE i/4' PER FOOT MIN, 3' PER FOOT MAX. �— W = Ct1 _ U Z
140C/1508 U120 NOT HVHZ �
20 �3� 1�" 13� 1��� �4� 1��� �4� ���� �6� 7�� �6� 2�� 16� 9�� �6� �" 2�� 2�� 22� 6�� 22� ��� 22� 5�� 2,3� ���� 26� ��� 25� 8�� 26� 8�� SPECIAL 'SITE SPEGIFIG' SEALED ENGIN:E�ING SN4LL BE REG2UIRED �N � L � m m �
GRDER TO DEvit17E FROM LOADS, DEFLEGTIONS, 4ND SPQNS GONTAINED HEREIN. Q— __I ^ z W
150 C L/ 120 24 13' 1" 13' 0" 14' 0" 14' 0" 15' 7" 15' 2" 15' 9" 15' 7" 19' 10" 21' 2" 20' 8" 21' 1" 21' 9" 24' 5" 24' 2" 25' 0" LINEAR INTERPOLA71pN OF ruE TABLE �5 NOT PERf'11T7ED. CONTAGT � �J W tL �� z
THIS ENGINEER FOR ALTERNATE SPAN GALCULATtONS AS MAY BE REQUIRED. Q z - � W
� 4QC � 5Q(�, L/ 80 or 3� � 2 0�� � 2� �° � 2� 0 � 2 �" � 2 $„ � 2 4 � 2 9 � 2 8" � 6 2" � 7 2 � 6 9 � �, �" �$, 4 � 9� � 0�� � 9� 7�� 20� 4�� NOrE: TABLE SPANS t1L50 v�L ID FOR USE WITN 1 SIDE ALUM 4ND l/16' OSB TOP OR BOTTOM Z W X Z X W �
HVHZ L/'ISO' FAGING. USE TABLE v,CLUE FOR APPLIGGBLE ALUM. FAGING, TIaICKNE55, � EPS. OSB TO BE Z , 0 O Q ? t0
ADHERED USING EQU�v4LENT ADHESIVE + APPRGVED METNODS. � v =~ LL l�I a
160 C U120 29 12' 3" 12' 2" 13' 2" 13' 1" 14' 7" 14' 3" 14' 9" 14' 7" 18' 8" 19' 10" 19' 1" 19' 9" 19' 9" 22' 3" 21' 11" 23' 1" tfl z �-- Q� Z�
1]5 C �I120 32 � �' � �" � �� 10 �2� 9�� 12� 9�� �4� 2� 13� ��" 14� 4 �4� 2� �8� ��� �9� 3�� �8� 4� �8� � 1�� 1$� � 1� 21� 4�� 2�� ��� 22' 2" TO APPLY ROOFING PRODUCT TO AWM. OR OSB FAGING, USE ADHESIVES: aJ P51-90i IS A ONE • i- ��� W Z
PART POLYURETNANE SEAL.ONT, MGNUFAGTURED'BT POLY1'1ERIC STStEMS, ING. OR b) PL --� —i Q �`+ (I� �
PREM�UM IS A ONE PART URETHANE BASED GONSTRUGtION ADHESIVE BT GNEI"IREx, ING. �� Z Q� J LL
• NOTE: TNESE vALUES CONSIDER DEFLEGTION LIMIT OF Li80�FOR SPANS UP TO 12', AND L/18m BEYOND 12' If�l HvHZ CPER 2�m1 FBG 1612.1) ADHESIVE SNALL BE NQN�LED AfVD APPLIED 1N ACCORO.ANGE W�TN MANUFAGTURER'S Z c� U„� � �
EL I TE �00� PANEL CLEAiz SPAN T,4BLE SPECIFIGl�710NS. E4GH WILL AGNIEvE �1N UPUFT R.471NG OF 25PSF MIN. 4DD WEIGNT OF RDOFING Q Z V O.� � Q
ENCLOSED STf�UCTU(�ES MATER�AL TO OvERALL REGIUIRED DESIGN LOAD IN SPAN CHARTS TO DETERM�NE ALLOWVBLE � d' r!1 �
3° .024 3" .032 4" .024 4" .032 6° .024 6" .012 8" .024 g^ ,052 SPAN. SI7E-SPEGIFIG ENGINEERINCs R'cQUIRED FOR UPLIFTS GREATER TNAN SPEG�FIED NEREIN � O '�f W�� W
Veloc. d, Exp. LL Defl. Limit � � b 2 1 b 1 1 b 2 1 b 1 1 b 2 � b i l b 2 1 b 11 b. 2 1 6 t l b 21b 1Ib 216 11b Z�y �R ROOF SPANS ANp OEFLEGTIONS GREATER TFtAN ALLOWED IN SPAN TABLES. `'
POR PARTIALLT ENGLOSED STRUGTURES CGcp••-0.55), MULtIPLT THE CORRESPON�INCs
L/ 180 13' 11" 13' 11" 15' 0" 14' 11" 16' 8" 16' 2" 16' 10" 16' 8" 21' 3" 22' 7" 22' 1" 22' 6". 24' 1" 26' 1" 25' 9" zs� 9� PRESSURE IN THE CNART FOR THE WIND vELOCIn' AND EXPOSURE REGxIIRED BY 1.35, TuEN �-
100 B 14 - .............._............. ._._........_......... .._...._.........._.....__._............... ......._...._......._. ........................ ......................... ......................... ......................_ .
.........._ ............._......._...............__._._...._._........._...._.......... .........._...................__...._............_........_............................... ` c
L/240 �2' $" �2' 7" 13' 7" 13' 7" 15' 1" 14' 8' 15' 3" 15' 1" 19' 3" 20' 6" 20' 0" 2J' S" 21' 10" 23' 8" 23' S" 24' 3" u5- THAT NEUJ PRESSURE TO DETERI`IINE TNE APPLICA5LE ROU! IN T!-I_ GNART TO 057AIN �(j
L/ 180 12' 11" 12' 10" 13' 10" 13' 10" 15' S" 15' 0" 15' 7" 15' S" 19' 8" 20' 11" 20' S" 20' 10" 22' �" 24' 2" 23' 11' 24' 9" QLLOWABLE WALL SPAI`15. _ �
100 C, 110 B 17 -.._...._...._ ............. ...._._._._._._... _._._._._............._._._.._......._... _....._..._.._...._ ._._._::............. ......................... .............._.._..... ............._......._ ._.._._...._._......._._......._.....__..._._.._._._._.... ._......._............. ..............._....... ......._._......_.... .._._._.........................._............ Z cn tt
L/240 �1� s- �r a° �2• �• �r �~ �a• o• �a� r ia• 2° �4� o° �r �o- �s� o• �a� �° �a� �i- zo� s• Zr >>~ Zr s° zr s° TAE3LE VALUE DER(VATIONS:
L/ 180 12' 0' 11' 11" 12' 11" 12' 10" 14' 4" 13' 11" 14' 6" 14' 4" 18' 3" 19' 6" 19' 0" 19' S" 20' 9" 22' S" 22' 3" 23' 0" OP=N � SGREENED ENGLOSURES: O Z ��
.. ..............._....._. ... . TA 2002.4, SOUD ROOF LOADS. I-0.1�, Im � Q m�
110 C, 120 B 21 .........._._._........_... ._ ...................... _._._...._................................_.. ......................... .......... ... ......... ..........._. _..... ......................_ .... __._..........».............. .........._............. LGULATIONS BASED ON 2001 FBG BLc
._ .............._....... ........................ ...._................... ....................._........................... NON-HV1:Z CA -
L/ 240 10' 11" 10' 10" 11' 8" 11' 8" 13' 0" 12' 8" 13' 2" 13' 0" 16' 7" 17' 8" 17' 3" i7' 7" 18' 10" 20' S" 20' 2" 20' 11 P� MIN LL. �� m �
Nvi GaLGUL/+TIONS r3.O5ED ON GSCE 1 UF'LIFT, IS' MRU, Kd =0.83, 200 sq fc MIN RGOF AREA. �� m
L/180 11' 3" 11' 2" 12' 1" 12' 1" 13' S" 13' 1" 13' 7" 13' S" 17' 1" 18' 3" 17' 9" 18' 2" 19' S" 21' 0" 20' 10" 21' 7" M�,=RS ZONES 2 i 3, L/BD DEFL LIMIT TO IY' SPAN, L/180 DEFL LIMIT BEYONC !2', 30 PSr MIN LL. O ��
120 C, 130 B 26 ...._......._ ................ ............_..._...... ..._............................................. ......................_. ........................ ......_................. ....................._.. ........................ ......................................_.._............_....._...._..... ............._.......... ........................ ......................... ........_........................................
L! 240 10' 2" 10' 2" 10' 11" 10' 11" 12' 2" 11' 10" 12' 4" 12' 2" 15' 7" 16' 7" 16' 2" 16' 6" 17' 8' 19' 1" 18' 11" 19' 7" cNGLOSED S7RUGTURES: 61
NON CALGl1LATIONS BASED ON 2m01 FBG TABLE 1606.2c1 MWFRS, 50 e WEl�ib AvERAGE � W � LL �
130 C; 1406, L/ 180 10' 7" 10' 7" 11' 4" t t' 4" 12' 8" 12' 4" 12' 9" 12' 8" 16' 1" 17' 2" 16' 9" 17' 1" 1&' d' 19' 70" 19' 7" 20' 4" f � LLl
... ............._......._. ............._.......... ..._........_......... ............................._......................................_..... .........._............. ..............._........ ...._................... .................................................. pF INTERIOR t EXTERIOR ZONES. ExP 'G' PRESSUrZES DERIVED USING F4GTOR OF 1.21 PER 2001 �
30 ...._......._._ ......................_......._........._...._..................._..........._._............................ ._......._....._.. O �
140C' L/ 240 9' 7' 9' 7" 10' 4" 1 Q' 4" 11' 6' 11' 2" 11' 7" 11' 6" 14' 8" 15' 7' 15' 3' 15' 6" 16' 7" 18' 0" 17' 10" 18' S" �BC TABLc �6062D, 15' MRU. VALUES vALID UP ?O 30' M R H IN cXP 0 5UR E ' B'.
uvH GALGUL4TION5 BASED ON ASGE �-:8 MU.FRS, FlG. 6.4, Kd=9.85, 200 sq f; MIN. ROOF GRcA. U Q� Q X
L! 180 10' 3" 10' 2" 11' 0" 11' 0" 72' 2" 11' 10" 12' 4" 12� 3" 15' 7' 76' 7" 16' 2" 16' 6" 17' 8" 19' 2" 18' 11" 19' 7 TNETA LE55 TNG.t�I I@ dsq , AvERACsE OF MliFRS ZGNES 2� 3, 30 PSF MiN L! . �� Q��
......_.._......._..._._._ .............._...._............ ..._................... .............._............._._.......................................... ............._.......... .................................._............. .._...........»..................._............ WIND PRESSIJRE vALUES FOR I60MPN t I�SMPN OBTAINED USING ASCE 1-98 t INT�ePOL4TION OF � :l
150 B 34 .........................._... ._.............._...... ..................._.................................._.._............... ....... � _l Z �
Ll240 9' 3" 9' 3" 10' 0" 9' 11" 11' 1' 10' 9" 11' 2" 11' 1" 14' 2" 15' 1" 'i4' 8" 15' 0" 16' 1" 17' S" 77' 2" 17' 10" FBC 7ABLE 2002A
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AI F M T, T RA —
L/ 180 9' 6" 9' 6" _10:3:_ 10' 3" _ 11__5 _._ __11 _ 1___ _11_ 6:_ 11' S" 14' 6" 15' 6" 15' 1" 15' 5�' 16'.6' 17' 10" 17' 8" 18' 4" vALUES FOR 3', 4', 6' � 8' ILB1 2LB .037' t ILB .024' PANELS OBT NED RO 5 eUG U L
150 C 41 ------------�- ----------- ----------- - -°------- - - - -- -'-----°-- ---------- ----------- °---°---- ----------- ------�-°-- ----------- ------�---- ---°------ PROPERTIES DERIVED FROh1 GERTIFIED TEST REPORTS BY OTHERS. � Q � � �
L! 240 8' 8' 8' 8" g' q' g' 4" 10' 4" 10' 7" 10' S" 10' 4" 13' 2" 14' 7" 13' 9" 14' 0" 15' 0' 16' 3" 16' t" 16' 7" vALUES FOR Ilb �32' ROOP PANcLS WERE DERIVED BY EXTRt�POLATION oF D4TA. � �
L/ 180 9' 1" 9' 1" 9' 9" 9' 9" 10' 10" 10' 7" 11' 0" 10' 11" 13' 10" 14' 9" 14' S" 14' 9" 15' 7" 17' 1" 16' 10" 17' g'• v4L3ES� Fa6' PANELSDERIVED FROM EMPIRiGAL DATA + EXTRAPOLATION F�ort ES RE� ORTS Q N
760 C 47 --�--------°- ----°----- ----------- ----------- ----------- ----------- ----------- �--------- ----------- --------- °--------- - -------- - ----°--- --------- °------- - - ---� --- ---°-° qXIMUM OF CALCULATED DEFLEGTION FROM TESTING OR MAXIMUM MOMENT Q �
IMIN. TEST EI USINCs 3003 Fd-16 NARDENE D T O 30 a 3- HI 54 !F'G=16.Sksi UScD) T T o �l-� � ~�
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L; 240 8' 3" 8' 3" 8' t i" 8' 10" 9' 10" 9' 7" 10' 0" 9' 17" 12' 7" 13' S" 13' 1" 13' 4" 1 4' 4" 1 5' 6" 1 5' 4" 1 5' 10"
l/ 180 S' 7" 8' 6" 9' 2" 9' 2" 10' 2" 9' 11" 10' 4" 10' 3" 13' 0" 13' 10" 13' 6" 13' 10" 14' 2" 15' 11" 15' 8" 16' S" c`AD LOAD IS FAGTORED INTO EI DERIVATIONS GG� LIVE Lo4D vA�UES ABOVE F- Q '�
__________ i SUB'R.�GTED FROM UPLIFT GALGUL�171pN5 O Q
175 C 57 -------------- ----------- ----------- -----------------°-°-- -------°-- ----------- ----------- ----------- ---°---- ----------- ----------- --°------- ----------- ----------- ------'---- �
L/ 240 7' 9" 7' 9" 8' 4" 8' 4" 9' 3" 9' 0" 9' 4" 9' 3" 11' 10" 12' 7" 12'.3" 12' 7" 13' S" 14' 6" 14' S" 14' 1 �" 5Ec 1001 FaG 1606.1.5 FOR DESGRIPTiON OF OPEN, PART! GLLY E!vCLOSED. � E�iC! GSEC � LL �
STRUGtt;RES FCR USE AS APPL�CGBL'c. W �
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� P� �''L/�jG' �/�� �; L �„ I j � P,L�,� C`?G,'� I� I �O' V = SE. JOINT � � o�, o P�NFL �� ��'LiGWt PROOUGT SPECS U T1JI5 CETGIL ONLT VALID IUHEN SIGN=_D �1ND SEoLED B'� �R.+NK L. BcNN..1RD0, P.C. TNIS SNEE'
- GONTINUOUS o o ° o \ PRESSURE SEN5ITIYE SuaL� GCUTAIN A RED 'EUTE' S� 4r^,P OvE� TNE �LAN ��=Gc G¢ iS �vo� vauD �G� .;Sc.
° D�PTN �YLIG4:T WiNDOW WELD •• 4L?ER.�TIONS, ADDITIONS, HIGUL�GUnNG, OR OTNcR MGRtCiNG5 TG TNiS DOGUMcNT ARE u0T
GAJL!<INCs ° � o DOr�E �
a,� o ���� � L45N�NG TAPE w PERMIT7cD ANO INVALIDATe OUR Gc�71�iGAT�CN. Buildin li7/�OVatiO/1
�;ps' � �'"�AX UJIDTN INT��� QCGI�IG' P ,^-,i�iC� pANEL INTEt2LOGi<INCs GeOSS SCCTION I o 0 0 0 e o o Q 2) TNIS SPEGIFIGATION BEEN DESIGNED AND SHALL BE F.oBRIGATED IN AGGORDt�,VGc WITH TuE
I o T � REQUIREMENTS OF THE 100� FLORIDA BUILDiNCs GODE- GCNTRVGTCR SuGLL INVE571G-A'E AND E L 1 T E
5'RUGTURE I ° o� �o' °��o o GONFORM TO ALL LOGAL BUILD�NG GODE dMENDMENTS IU�-IIGH MAY APPL�'. DESIGN GRITER�A
I ��a "/FT ;�11N S! OP ) DEPTN Re�e����� �" °�° a°°�� l � BEYOND 57ATED NERE�N MA7 REQUIRE ADDITIONGI. SIT= SPEGIFIC SEALED ENGiNE=RwG.
0 o CHdN�EL
� � EPS CORE I Ib O� 2 Ib cPrioNa� c ROCF PANEL 31 TNE GONTRAGTOR SNALL CARcwL��' GONSIDER.POSSIBLE IMPOSWG LOADS Ori RCOP INCLUDING Panel Products
0 o e o BUT NOT LIMITED TO ANY COr1GcNTRArcD LOADS WE-1�GU MAT JUST!FY G-R=AT�R Dc51GN CRl7ErZIG_
°,° o° CsUTTER � TFJIS ADD�t�OMAL ROOF LOAD CRi7�RIG SuALL BE PRO°cF2LY ANA�YZ'cD 3Y G PRCFESSfONAL
� � ° ° ° ° OR DRIP �Kl'LICz�+7 ENGINEER REv15�ON5
i�• _o s��e 4) GOMPOSITE ROOF AND WALL !"�EMBERS SN�LL Bc GONSTRUGTEO USING ?YPE 3�03-u15� GWMINUM RIPTI DQTE
� .� LEA� SPAN CLJ INSIDE TO INSIDE a /{..� CAp � �� a• x aa• nnx SNL.4ND EM CAL2020DM50 GRIP. FdBRIG4T O BY�LE E PRODUGiS IN �60�1�5 ZONES II-10-03
PiLd' CR .�3�' TOP ADD TNIGKNESS OF ° 3�0� MAX IN ��`TUGwrOPEN ACGORDANGE WITN APPROVED FABRIGATION METHODS.
5J ELITE ROOF P4NEL5 MAINTAIN A UL I�IS lINT) CLA55 '6' �EXT1 RATING- AND G2E NER-501
t BO � TOM FACINCsS WALL FOr� TOTAL �o FRONT � 25 io �� w �R T F � 3 , QPPROVED.
\ X ID�0' ?DNERE 6) ENGINE_R SEAL AFFIXED uEREtO vALIDAT�S DESIGN OF SPAN GNAR7 vdLUES AS SHCtLN :.^NI.Y.
PANEL SPAN: OF PANEL I oLL � si�ES USE OF Tu15 SPEGIFICATIpN BY ELITE, et al. INDEMNIFIES dND 5avE5 N�RMLE55 TFa15 ENGINEER FOR Q�E: HTS
eEF`e TO �\DD�TiONAL ENCsINCERINCs SI�-IEETS ALL COSTS oND DAtNACsES INCLUDiNG LEGa� FEES 4ND APPELLQTE F�ES RESULtING FRCM MaTERIVL
U11DTN a SIDES . W'R""�'F°" Y: s
� INTEGRLT7 gr FA6RICATION, SYStEM EREG7 At�1D GONSTRUGTION PRAGTiGcS BEYOND TFiA7 WttVGN 15 GALLED
FOf2 ROOF GONNECTIONS d SUPPORTINCs ''�•' oTNeRS FOR BY LOGAL, SrATp AND FEDERAL GODES AND FROM DEvI4TiON5 OF Tu15 DET4IL. ; �i i
STRUCTURE DETAIL BY TNIS Of� ANl' OTNER C 12' MAX AT l) EXCEPT 45 EXPRE55LY PROVIDED IN THIS DETAIL. NO QDDITIONAL GcRTIFICGTIONS OR
JOB ': la0
ENCsINEFF2. TNIS SNEET CERTIFIES ALLOWABLE s SIDES) � FAN BEAI'^ AFFIRMATIpNS ARE IN?ENOED. SNEET:
ROOF SPANS ONLY. ROOF PANEL ACGESSORIcS twS DOGUMENT IS THE PROPERTY OF FRANK �. BENNARDO. P.E. AND SN4LL NOT BE REcRODUGED I
OR MODIFIED IN WNOLE OR PART WITNOUT UIRITTEN GONSEtd7 CF FRANK L. BENNARDO. P._. I OF
r10•2ax1" 7EK SCREWS, (1) EA FFL4NK �. BENNAROO, P.E.
ROOF PANEL CORNEii &(1) � MID-IENGTH u.N.O. # PE0046549
,./� CJNNECTION TO STRUCTURE ITE ROOF/SCREEN WALL MASTER PLqIV SHEET CONSKYLIGMTPROD.APPROVAL
\ r ----
/`'1 WOOD OR CONCRETE ACCESSORIES \ PRESSURE SENSITIVE O �
\ WINOOW WELD
ROOF/SCREEN FLASHINGTAPE �
i/4" LAG BOIT @ 12" O.C. & ENOS TO 2" SOUND SKVLiGtiT —Z � �—�
FASCIA. ENSURE fASCIA IS SECURELY FASTENED � /�
TO EACH RAFTER WITH (1) 1/4" X 3" LAG MIN. L/"1YO�T DOhtE ! o 0 o p o ° o ° a o° a
° VALIO FOR ( 1 ) y
RECEIVING ° o° 0 0 0 0 0° o VALIDON�YWITHRAISEDENGINEERS
CENTER LAGS TO RAFTERS. ENSURE 1 1/2" MIN, o
PENETRATION PRE-DRILL HOLE TO AVOID .024" FLASHING � CHANNEL ROOF PANEL �
SPL7TTING CONCRETE SEALED TO WALL o�/� O s DRC KYLIGHI'
M�ASONRY� /41, (TMP) � H ,O 12" EA. SIDE
� �/]� 24' 7C 48' MAX 7� } r., � C N�
� \ •A SKVUGHTODE�J lL Q (Y� � (p
p xlSt�y G �, / ELITE EXISTING CARRY BEAM F � _ jjJ S� N O�
R TRV �F1'f - ° EP-23 STRUCTURE \
� P �, w u � I M , � Z
SS R 1/4" X 2 1/2" o (BY OTHERS) '9 e �,L `� t7 M Z �
o e o a T A P C O N @ • •� o o ° � O � __ �
0 2" & 4" FR O M ° o
�� ° o ENDS BAL @ ° o � ° 0 ^ 0 Z W� N W �
1B" MAX. O.C. • • o [ '��. Q W x Z Z S
` E L1TE STRUCfURE WITH `�/ Z� � 0���
2" NOMINAL STRUCTURAL EP-23 1/4" X 1 3/4 • FAN BEAM w Z I E � Z LL
CONDUtT FAN m J ��� m W
FACIA MINIMUM EMBED TAPCONS SU�GORT 2' 7( 3' X � N
OR # 14 X 1 IJZ� .070' AOMERE ALL 0 '--� � O �~
#12 x 3l4" SMS @ 11" O.C. (4) PER 4' PANEL T& ` NOTE: USE MILTI CARBON STEEL 1/4" BOLT DIAM. EMBEO WOOD SIDES WIfIING & Y(n Z Q rn �> U
B. ADD (2) SMS 2" 4" FROM EACH ENCLOSURE SLEEVE ANCHOR TO HOLIOW BLOCK AT SAME SPACING SCREWS 4" FROM a ° e FAN INTEGRllY BY Z Z � U�>
END T& 8. HEAW ADHESIVE CAULK TOP & BOT OR USE 1/2" SPACING FOR TAPCON FASTENERS & PLACE ENDS & 24" MAX ��. � � O � O �p >�
CONTINUOUS (3) AT EACH END 2" FROM END, 2" APART p,�, .•. D LL U cJ m�� U
a.
SECTION AT E �
o EIITE E BEARING COLUMN R ENCLOSURE TO CONCRETE • sc E �
U
GUTiER V DECK ANCHORING DETAIL �
(�PT.) C �
� I I #12 SMS @ 16" TYP, T& B COLUMN G o
� 2" X VARIES 2 ANGLE EACH SIDE OF COLUMN 36" MAX WIDTH X 80" � � ti
y o 0 0 0 0 o a � WITH (2) �" TAPCONS EA ANGLE TO SLAB HIGH SCREEN DOOR• 1 � N
n o 0 0 0 0 0 0� o o ° o SEE TABLE PROVIDING 1[" MIN. EMBED. CENTERED X 7. FRAME, 3" PUSH a'
� � ° o � ° ° � ° � ° 1/4" TAPCON & 1\" APART & (3) #14 SMS TO COLUMN BAR, 8" KICKPLATE, f"'
� o
' ° o o ° o ° o o NOTE: ADD SECOND ANGLE BEHIND FOR AUTO CLOSER COL. PER °
? a a o 0 0 o a 1 3/4" EMBED SCIiEOUIE �
?' �� � ° o � o o� o o TO CONC Zx6 COLUMNS & LARGER, ROOF SPANS �`�'
� � 24" O.C. 7YP. GREATER THAN 16'-0", AND UNDER ALL 2 X 2 BOX AS K —�
' CARRY BEAM (SEE INTERMEDIATE CARRY BEAMS N�N-PRIMARY COLUMN V Q
�
' ALT: 1/4" THRU BOLTS SITE SPEC)
� (@ ROOF & C.B.) @ 24" DOOR SUPPORT ONLY 2 x 2 WITH 1 x 2@ COR
2 X 2 CNAIR RAII 12"-36"
BETWEEN PRIMARY FROM SLAB C N
� O.C. & 4" FROM ENDS 3/4" THRUBOLT, O� oo COLUMNS & 8' MAX IN BEfWEEN � W U
� TO 2"x2"x.093" ANGLES CARRY BEAM TO o � p 1" X 2" OPEN BACK �� �
,�, (EITHER SIDE) IF REQ'D COIUMN � p FASTENERS SET BACK �
; BY BLDG DEPT. O O NOTCH COL. TO , 3" MIN. FROM SLAB c� 0
EDGE GEN ERAL NOTES TNIS PLAN NOT FOR USE IN HVHZ AREAS. �� a
� USE 1/4" LAG BOLTS AT O FIT BEAMS SNUG c
+ 6" FROM ENDS & 6" � � �
� O.C. FOR CARRY BEAM 2x2 ANGLE, (3) #14 1) THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT HE ORIGINAI SIGNATURE & RAISED SEAL OF FRANK L. BENNARDO, P.E. m W a
SMS EA LEG, EA " ALTERAT70N5, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
'• SIDE OF BEAM NEWf EXIST. CONCRETE SLAB & FOOTING. MAY BE OVERLAID WITH PAVER 2) R T I HIS ST UCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE 2001 FLORIDA
; POST (SEE BRICK PROVIDED ANCHORING CONDITIONS ABOVE ARE MET (SEE ADDITIONAL BUIL!]IpIG CODE. ANY LACAL AMENDMENTS SUPERSCEDING 2001 FBC SHALL BE CONSIDERED IN DESIGN AND MAY REQUIRE ADDITIONAL
SITE SPEC) FOOTING ENGINEERING SHEET FOR MORE DETAIL AS REQUIRED) ENGINEERING. NOT FOR USE IN NvHZ AREAS. �
3) TF4E EXSSTItJG HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED STRUCTURE AS VERIFIED BY THE PERMIT HOLDER. NO � N
WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. ADEQUACY OF HOST STRUCfURE SHAIL BE VERIFIED BY OTHERS. d`�'
4 ) SCREENS TO BE GREATER THAN 609'o OPEN ATTACHED WITH ROUND OR FLAT SPUNE. �� W �
D ROOF PANEL CONNECTION s� COMPOSITE ROOF MEMBERS SHALL BE FABRICATED BY ELITE PANEL PRODUCTS ONLY IN ACCORDANCE WITH APPROVED FABRICATION Y , �3 ��
SECTION AT ROOF METFiODS. U°�° �� W � k
FRONT ELEVATION � PANEL SIDE 6) ALL EXTRUSIONS SHALL BE ALUMINUM ALIOY 7YPE 6063-T6 U.N.O. EXTRUSION THICKNE55 PER THlS SHEET, WITN A+-0.0066" 70LERANCE Y g �
1/4" X LAGS 24" �.N.O. � �
MAX, O.C. (1" M1N LENGTH ) ALL PRIMARY MEMBERS AND TENSION CONNECTIONS SHAIL BE BOLTED OR fASTENED WITH POP RIVtTS OR SHEEf METAL SCREWS AS SHOWN ��
0 0 0 o GT PANEL THICKNESS) IN ACCORDANCE WTTH PROPER FASTENING METHODS AND CODES. ANY FASTNER STRIPPED OR MOT ADE UATELY HOIDING SHALL BE REPLACED. o o , ���� Q
SEAL ]OINT o 0 0 ROOF SPAN FROM TO SECURE ROOF a) FASTENERS SHALL HAVE A HEAD AND OR BE PROVIDED WITH 1/2" DIAMETER WASHER MINIMIUM UNLESS NOTED. EMBED. LENGTHS NOTED ON a
o #125M5@ 16" / .���
o ° TABLE MIN ROOf TO NON-PRIMARY ��WING SHALL NOT INCLUOE STUCCO OR FINISN MATERIAL. �
CONTlNUOUS o 0 o TYP. T& B
WALLS ONLY- CAULK 9 ) ALL FASTENERS TO BE 2024-T4 AILOY, NON-MAGNETIC STAINLESS STEEL, OR CA�MIUM PLATED OR OTHERWISE CORROSION RESISTANT g J ���
CAULKING o ° o o� PITCH IS 1/4" PER FT MATERIAL, AND SNALI COMPLY WITHS.I.1C, SPECIFICATIONS FOR ALUM. STRUCTURES - SECTION 1, TME ALUMINUM ASSOCIATION,INC., & p
o a o� MAX IS 3" IN 12' NLL SCREW MEADS APpuGqg� FEDERAL, STATE, AND LOCAL CODES. ��I � Y��
10} THE CONTRACTOR IS RESPONSIBLE TO INSUTATE AI.UMINUM MEMBERS FROM DISSIMILAR METAtS TO PREVEN7 ELECTROLYSIS. � F ���� o�
� 11) ELECTRICA� GROUND AND ALL RELATED WIRING AND CONSIOERATIONS TO BE DESIGNED BY OTHE(t5 AS REQUIRED. �
0 0 0 0 0 0
G �� ° ° o ELITE ROOF IZ� A�� CONCRETE FOUNDATIONS SHALL BE F[=2500ps1 MIN ON 2000 PSF MIN COMPACTED SOII, AS DESIGNED BY OTHERS OR SEPERATE ��
�P BEAM TO CHAIR RAIL o 0 0 o a ENGINEERIN6. ALLOW 3 DAY CURE BEFORE INSTALLING BOLTS. SEE ADDITIONAL FOUNDATION ENGINEERING BY THIS ENGINEER IF REQUIRED fOR �� ,,,,��C �C j�C
a o 0 0 o a a PANEI PRO)ECTBYCODE. COPYRIGHT200tFRAN1(LBENWIROOP.E
COL PER TABLE �° o ° 13) ROOF PITCH TO BE 1/4' PER FOOT MIN, 3" PER fOOT MAX PROVIDED HIGHEST WAII DOES NOT EXCEED SPECIFIED HEIGHT.
14) ALUMINUM MEMBERS IN CONTACT WITM CONCRETE � WOOD SHALI BE PROTECTED BY'KOPPERS BITUMINOUS PAINT OR MFR. EQUAL IN
(4� #10 X 1" SMS ACCORDANCE WITH APPLIG0.8lE CODE REQUIREMEN75. O4 14'OOOO
2 x 2 Eq Typ� 2 X 2 BOX 15) ENGINEER SEAL AfFIXED HERETO VALIOATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF TNIS SPECSFICATION BY ELI'fE, et al.
MIN. INDEMNIFIES AND SAVES HARMLE55 TH15 ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPEUATE FEES RESULTiNG FROM PAGE SCALE:
CHAIR MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACRCES BEYOND THAT WMICH IS CALIED FOR BY LOCAL, STATE, AND FEOERAL DESCRIPTION:
�jqj� ELITE END CODES AND FROM DEVIATIONS OF THIS PIAN.
sy CAP OR 16) EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIf7CATION, NO CERTIF7CATIONS OR AFFIRMATIONS ARE INTENOED.
VALANCE
2x2 ANGLE, (3) #14 THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, P.E. & SHAI� NOT BE REPRODUCED IN WMOLE OR PART WITHOUT WRTffEN CONSENT �
� O SMS EA LEG, EA �F FRANK L. BENNARDO, P.E.
� SIDE OF BEAM (C) FRANK L. BENNARDO, P.E. �
FRANK L. BENNARDO, P.E.
ri PEOOa6549
SCREEN-WALL COLUMN HEIGHT TABLE CARRY BEAM CLEAR SPAN TABLE
C TAB�E SOLVES FOR MAXIMUM CARRY BEAM CLEAR SPAN BETWEEN :,UPPORTS
TABLE SOLVES FOR MAX COL HT. AVG. COLUMN SPACING » CARRY BEAM \ ��;_�
Load CONNECTION @ WALL BEAM �oad TOTAL ROOF CLEAR SPAN » .�:�.
SEAM Veloc & Ex p PSF 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" �P 5}� s� � o� � z� � a� � s� � a� 2 0� 2 a� -- `_ _
110 B �� 11' 0" 10' 6" 10' 1" 9' $" g' q g� p" g• g,• •' '• ••• ;••• •:• EPS POLY �.� ... •. .' 2X J S N A P 8- 5 8 � �- �" 7'- 4" 7'- 1" 6'- 1 0 6'- 6 FOR
•�•' •.�• '.' •,••• ROOF ;• ,.; •,..•,��. 13 B'- 5' 7'- 11" 7'- 6" 7'- 2" 6'- 11" 6'- 8" 6'- 6" 6'- 1" ONIYWI�FiRA�cfD
v�,� B(S} ON�Y
� 20 B � 2 10� �° 9� �,� 9 2�� $� � �,� 8� 6 8� Z� 7� � �" ' ' 1 5 7'- 1 1' 7 s" �._ �. 6 9 s� 6� - - - ENGINEER SEAL
' ' ' ° ' • � � . , 6 � 4 ., 6 , � ., 5 . 9 ,.
2x3 SNAP 110 C, 130 B 14 9' a• e' �o s� 6 8� 2�� 7� io 7 7" 7� a" � r�°�: s r�'i � s ��_ ��, 7�- �° s'- 9" 6'- s° e�- z° s�- o^ s�- � o° s�- e..
O 1/4" THRU BOLTS 4" FnOM ENDS @ 24" O.C. TO O.g79 0.586 20 7'- 3" 6'- 10" 6'- 6" 6'- 3" 6'- 0" 5'- 9" 5'- 7" 5'- 3"
140 B �6 8� 8" 8' 4" 7' 11" ]' 7" 7•4" 7' �" 6' �Q � O 2 "x 2 "x. 093 "CONTINUOUSANGLE 24 6'- 70" 6'- 5" 6'- 1" 5'- 10" 5'- 7" 5•_ 5' 5'- 3" 4'� 7U" .
1 1 8'- 1 1" 8'- 4" �'- 1 1 " 7 ' - �° �'- 4 ., �'- 1" 6'- 1 0" 6' S ,. rJ (n }_ N ,n
I= 0.7610 � 2� C � 7 8' S" 8 1" 7 8 7' S 7 2" 6 11" 6' 8„ 2"x3"xl/8" ANGLE FASTEtJED TO INSIDE & 2 x 3 x.0 7 0 B O X 1 3 8 5 7'- 1 1" 7'- 6" 7'- 2" 6'- 1 1" 6'- 8" 6'_ 5" 6 1., z w �(''� � �°��'
S= 0.4890 � r j0 B �$ 8' 2" 7' 10" 7' 6" 7' 2" 6' 11" 6' 8" 6' 6" �� BO'ITOM OF CARRY BEqht W/ 1/4" T.B. SIDE,
15 7'- 11" 7'- 6" 7'- 1" 6'- 9" 6'- 6' 6'_ 3" 6 1' 5'_ g - � Q N 't
�3� C �9 8' 0" 7' 7" 7' 3" 7' 0" 6' 9" 6' 6" 6' 4" � (3) #14 SMS BO'f70M, pqSTENEDTO CBS I I fin S ffn 1 B 7'- 6" 7'- 1" 6'- 9" 6'- 5" 6'- 2" 6'- 0" 5'- 9" 5'- 6" u W -� �� U Z
140 C 23 7' 3" 6' 11" 6' 7" 6' 4" 6' 1" 5' 11" 5' 9" CARRY BEAM WALL W/ (3) 1/4"xl 3/4" EMBED TAPCONS OR 0 874 0 583 20 7'- 3" 6'- 10" 6'- 6" 6'- 3" 6'- 0" 5'- 9" 5'- 7" 5'- 3" 0- Z (� � i " > U' O
TO WOOD WITH #14 X 1 1/2" EMBED WOOD 24 &'- 1 0" 6'- ^?~
26 6' 10" 6' 6" 6' 3" 6' 0" 5' 9" 5' 7" 5' S" (SEE TABLE) S" 6' t" 5' 10" 5' 7" 5' 5" 5' 2" 4' 9" Q(� W� v� N
I S C R EWSEAANG�E �1 17' 1D" t' 2" 0' 7" 0' i" 9' 9" 9' 5" 9' 1" 8' 7" Z W�
110 B 10 13' 4" 12' 9" i2' 2" 11' 9" 11' 3" 10' 11" 10' 7" Tx4 lAP 13 11'- 2 p g� p�_ p� g 7�. 9'- 2" e'- 11" e'- 7" B'- 2" � W
2x3 SNAP 120 B 12 �2' 2' i' s° ��' 2^ io� e° io' a^ s� �i' s' s ' -- is io �° s�- i i° e�- s° s•- o° s '- B" 8'- 4" g'- 1" 7'- 8" Q x Z X Z o
+ 110 C, 130 B 14 �i� 3^ �o' s�� �o� a•� s� i��� y a�� s s° e �i�� � TYP. CARRY BEAM � r��'�: s lin'f: 18 ,o.. o " g 5 g �,. 9 7 8 3 7 , _ ,,,, �, s �, s z C.� p p���
1x2 OPEN ' 140 B z.oss i oza zo s._ e. g'_ 1' g'_ g g� 3 �. $�. o ��_ 8 ��_ 5�. ��_ o .. z Z I E.. a
—
to� �" io� t�� y e y� 3" e� i� 8 �° e� 4�� SPLICE DETAIL Za • 9 �_ ," 8 ��� 8 �_ 2.. �._ 9�. ��_ 6 ��_ 3�� s� - „•• s� - a�• m I — ► - Q m w o
� 2� C � 7 10� 3 �, 9 � 9 ,� 9 � 4 .� 9 � �„ 8 � 8 �, 8 � 4 ,� 8 � �,. 1 1 1 4'- 9" 1 3 ._ � �.. � 3 �_ Z .. � I ,_ 8 „ � 2 ,_ 2 . � ��_ 9 „ � �. 4 ,. � �._ 9 .. , J �� N Q1 w
I= 1.4550 150 B 18 9' 11" 9' 6" 9' 1" 8' 9" . 8' S" 8' 1" 7' 10" NOTE: NO SPLICE TO OCCUR IN CENTER 1/3 OF SPAN. 2 x 5 L A P 13 � 4'- 0" 1 3'- 2" � 2'- 6" � t'- 1 1" 1 t'- 6" 1 1'- 1'• i 0'- 9" i 0'- 2" Y� Z Q rn �' c a i
19 9' 8 �, 9 . 3 ., 8 , � 8 � 6 „ 8 , Z „ 7 , � �„ �. 8 „ 1 5 1 3'- 2" 12,_ 5 ,. i �, 9 .. � i ._ 3 .. i o ,_ � o ., � p ,_ 5 ,. � a , z ,. 9 ._ �„
S= 0. 7 1 9 0 1 SPLICE FOR BEAMS ABOVE 2 X 6 TO BE OVER SUPPORTS . 3 � Z Z � U���
.140 C I fin 1: S(fn ). 18 12' 6" 11 9�� � �,� Z" ��._ 8 ���_ 3 9' 11" 9� 7 9 1�
23 8' 10 8• 5 8' 0" 7' 9" 7• 5" 7 2•' 6' 11' 3.987 1.589 20 t . �
� 2'- 7" 1 7�_ 5" � 0�_ � �" � 0 4� 9'- 1 1" 9'- 7" 9'- 4" 8'- 8' � � � � cp 3 �
26 B' 3" 7 , i �., �, �,. �, 3 „ �. �„ 6 , 9 � 6 , 6 „ � 6" MIN FROM � 2a � i � 4 �� � o ._ B „ � o , 2 ,. 9 ,_ 9 „ 9 ._ 4 .. 9 ._ o ,. e , 7 „ �, ��, � U a m �
10 15' 1" 4' 4' 13' 9" 13' 2" 12 ANY ROOF SPUCE �� � q �_ g ., 3 v
1106 '9" �2'3" ��'11 13 ._��.. 13 ,: Z „ 12 ._�., 12 ,_�,. ��,_ i �;_ 4 ,. �
2x3SNAP 1206 0 � o 0 0 0 o zxsx.osa is �3•->>° i3�-2° i2 i,.-,i.. i� i��_��� �0�_9�. �0._2 .
�2 �3� 9�� 3� ��� �Z 6�� �Z� ��� ��� �° 11� 3'� 10� 10" ° o o � o ° o °� 0 0 � 0 0 �1) 1/4"x4"LAG 15 13•_ z � 2�_ 5" 11' 9" 11 3'• 10' 10 10�_ 5�� �0 �" 9�_ �„ �
+ 110 C , �3Q B �4 12� 9 2 2�� ��• �•� ��� 2 10� 9 1�� 5" 10� 1 o � o a o a o 0 0 0 ° o ° o ° o o BOITINTO EACH 1 fin S(in 18 12�_ 6" � �,_ 9" � ��_ 2 � ��_ 8" ��•_ 3 9'- 11" 9'- 7" 9'- 1" �
2X2 B�X �40 B 16 11� 11" 1 4" 10' 10" 10� 5�� 10' 1" 9' 8 9 5" o 0 0 ° o o ° o o ° o ° o 0 0 o CARRYBEAM END 3.969 1_588 20 12'- 1" � �'_ q 10'- 10" 10'_ 4' 9'- 11" 9'- 7" 9'- 3 8' 8" O
�2� Ci �7 11' 6" 11' 0" 10' 6" 10' 1" 9 � 9 ,� 9 , 5 �� 9 , �,� o 0 0 0 0 0 0 0 0 o o 0 0 0 o Z � ��_ 4 ,� � 0 ._ e „ � p �_ 2 „ y ,_ 8 „ 9 ,_ 4 . y ,_ Q�� 8' 7" 7' 1 �„
a' 11 16 9 �5 ���� � 5 ��� �4 4 �3�. 10" 73�_ 4�� 12'- 11" 12�_ z� U
� i= 2.3150 150 6 18 11' 3" 10' 8" 10' 3" 9' 10" 9' 6" 9 2" 8• 10 (4) #14 SMS EA. SIDE OF e o 0 0 � 2 x 6 L A P i 3 � 5'- � i° i a ��° i a 2^ i 3 ��. t 3 �° i 2�_ 7^ t 2�_ 2 � ��_ r,.� N
� S= 0.9120 130 C 19 10� 11�� 10� 5 10� 0�� 9� 7" 9 3" 8� 11 8 7�� PIATE UP TO a" C.B, (6) EA 1 5 1 5 �" 1 4 �° � 3 5 � 2 � ��� � 2�_ q � ��_ � �,� ��._ g 1 0 1 1 ��
� 140 C 23 9� 11 9 5�� 9� ��� 8 8�� 8� 4 8� �° �� �0,� SIDE UP T0 2 X 6 o e e CB • 1/2" i(in �l: S fin 1 8 14 3" � 3�_ 5" � 2 9�� � 2� 2" � ��_ 8• � ��_ 3" � ��_ � ��� � �. 2�� �
� .� ROOFCARRY BEAM PERTABLE � 5.840 1.945 20 13'- 9" 12'_ 11" 1 2'_ 3" 1','- 9" 11'- 4" 10'- 11" 10'- 6" 9'- 8" � '
�
�- 6 9' 4" 8' 1 1" 8 � 6 ,� 8 . 2 �� �� � �„ �, �.. �, 4„ — 2 4 � 2�. � �•, � z ,_ Z � ���_ �„ � �,_ �„ � �,_ �. � �,_ Q�. 9' 6" e' 9" z rv
r ���8 �0 1S�$�� 14' 11 �4�6" �4�� �3�6�� �3�� �2�7,� 6"WIDEXI/8"THKALUM 11 19'-5" 18�_3" �7�_4• �6�_� �5•����• �5 �4•_��•• �4�_�" cr
�� �2�8 �2 14 �6" 13� 1� 13�4�� 12�9�� 12�4�� 1�� 11 11�6 PLATEONE CARRYBEAM �3�j�� 2x7 LAP 13 18'-4" 17'_3" 1g 15 15•�1 �q �q._��. �3�_q � �
' � 15 17'-4 � 15 �_ 5 ,. 14 ._ 9 .. 14 �_ 3 ,� 13 ,_ 9 �� 13 ._ 3 .. 12 ,_��.
� !X4 LAP 110 C, 130 B 14 13' 6" 12' 10" 12• 4" 11' 10" 11' S" 11' 0" 10' 8" SCREEN COLUMN ��j�a�_ g ���3�. � e t s'- 5^ � 5'- 5" 1 4'- B" 1 4'- 0" 13'- 6" 13 '- o^ t z'- �° � �'_ s° �°�'-
� � �a� B �6 12� 7�� 12� 0�� 11� 6�� 11� 1" 10� 8�� 1�� 3" 10� 0�� (LOCATION MAYVARY) 8.989 2.572 20 15'- 11" 14 '11 14'_ 2 13 7 13'_ 7' �2'_ 7 � 2 �^ � ��_ �,�
� �=2.0561 120C 2a i4�_�i�• 14 ,_ 0 „ 13 ._ 4 „ 12 ._ 9 „ 12 ,_ 2 . ��,_ ��,_ � �
17 12'3" 11' 8" 11'2" 10'9" 10'4" 10 9�$" i1 23 4 2� 11 �9 i9 �e��s" i� �6 Q
� S=1.0240 1506 �$ 11�11"11� 4" 10'10��10'S�� 10'0" 9'8" 9,5„ 2x8LAP 13 22'-1" 20'_y" 1g'_9" 1g �7�_g�� �6�_�����g�_p�.
= 130 C 19 11� �" ��� �,� ��, �,� �0� 2�� 9 y� 5^ 9� 2 EXTRUSIONS LAP E3EAM WALL �s zo�- �o �9�_ �° �8 »�_ 9.. �7�_ i �6�_s�� �6�_ o" is ���
� 140 C 23 10� 6" 0' 0" 9' 7" 9' 3" 8� 10" 8' 7�� 8' 4" VERIFY FIELD EXTRUSION DIMENSIONS WITH DESIGN THICKNESS�S f tin S(in�l: 18 19'- 9" 18'- 7" 1 7'- 8" 16'- 11" 76'- 3" 15'- 8" 1 5'- 2" 14'- 4" � N
� DIMENS10N5 PRIORTO USE. ALTERNATE ENGINEERING 15.62 3.900 20 19'- 7" 1 g'_ O" 17'- 1" 16'- 4" 75'- 8" 15'- 2" 1q•- g•' 13'- 8" ip� � j
; 26 9' 11•� 9� 5 9� ��• 8� 8" 8 4�� 8� �• �� 1��� BEAM TOP SIDE 24 t 7' 1 1" � 6�_ � ��� i 6�� i�� i 5�_ 4 � 4�_ 9° � 4�_ 2�� � 3 6 � z�_ 5�� ��'0
� W1LL BE REQUIRED FOR DIMENSIONS L�SS THAN
� �0 B �0 19' 3" 18' 8" 18' 1" 17' 5" 16' 10" 16' 3" 15' 9" THOSE AS SPECIfIED HEREIN. AL� EXTRUSIONS TO BE 11 25'- 8" 24'- 2" 22'- 1 1" 21'_ � ��� 2 ��- �^ Zp•_ q" � g�_ g• � g•_ g�� � 0
J 120 B 12 18' 1" 7' 4" 16' 7" 15' 11" 15' 4" 14' 10" 14' 4" 6063-T6 "tx4 .160" .044" 2 x 9 LA P 13 24'- 3" 22�_ 10�� 2 i e 20 g° 1 g�_ 1 �„ t g 3 � g g^ � 7._ g�� �� d
� 2x5 LAP 110 C 130 B 14 16' 10" 16' 0" 15' 4" 14' 9" 14' 2" 13' 9" 13' 3" 2x5 .160" .050" � 5 22'- 11" 2 t'_ 7^ 20 6�� i g 7 � g t o�� � g�_ y" � 7�_ 7�� � g._ g�� ��
I(in'l: S(in 18 21'-9" 20 .. 6 ,. 19 ,_ 5 ,. 18 ._�,. ��,.��.,��,_ 16 . 9 ,. 15 ._ 8 „ N
� 140 B a c
; 16 15'9" 15' 0" 14'4" 13'9" 13'3" 12'10" 12'S" 2XVARIES 2x6 .160" .050" 2osa a.ss� 2o z��-o� is�-s° ie�-�o° ia•-o° i��-a �s•-e^ is�-z° �a�-ii�•
' (= 3.9872 120 C 17 15' 3" 14' 6" 13' 11" 13' 4" 12' 11" 12' S" 12' 1" LAP BEAM 2x7 .160" .057.' 24 � 9'- 9 1 8 7" 1 7'_ 8' 1 6 1 1 1 s 3" i 5 g t q g.. i 3 7�� i�� d
' s=,.5eso �5o s �8 ,a� �o��,a� ,�� 13 s�� ,a� o° ,r s° ,r ,° �r s° Z X 3 SNAP z x 3 sox I--Z��' � zXa .zsa� .o�r� CARRY BEAM TABLE NOTES : ��
' 1) VERIFY APPROPRIATE LIVE & WIND LOADS WITH LOCAI ������`�� (��
, 130 19 14' S" 3' 9" 13' 2" 12' 8" 12' 2" 11' 9 11' S" BEAM BEAM _� y � 2x9 .234" .072" I I
? �4� C 23 13' 1" 12' 6" 11' 11" 11' 6" 11' 1" 10' 8" 10' 4" — MUNICIPALITIES TO SELECT PROPER BEAM ROW FOR USE. ,� '1008, 10pC, 1108 11 w �o� j I
- 26 12' 4" 11' 9" 11' 3" 10' 10" 10' 5" 10' 1" 9` 9" ` • 2) CARRY BEAM IENGTH IN TABLE IS CLEAR SPAN BETWEEN SUPPORTS. = 110C, 1208 13 �-��� � I i I wo
� p�p•. � -- -!SEE 3) TABLES MAY BE USED WITH INTERMEDIATE (MID-ROOF) CARRV S �20C, �308 i5 � r-� � ��
� � �O B �O 21' 10" 21' 0" 20' 1" 19' 4" 1B' 7" 18' 0" 17' S" —�-�� � o� Tq g L E B E A M S. S E E D E S C R I P T I O N F O R U S E W I T H I N T E R M E D I A T E C A R R Y B E A M Z 1 3 0 C, 1 4 0 8 1 8 o i� I '; i g;
? 120 B 12 20' 1" 19' 2" 1B' 4" 17' 7" 17' 0" 16' 5" 15' 10" . os s° 0 n' P. � )
i o .. TOp• SPANS BELOW. O 150 B 20 =' m i ' m� w�
� 2x6 LAP � � � C, � 3� B � 4 18' 7" 17' 9" 17' 0" 16' 4" 15' 9" 15' 2" 14' 8" �' '^ � (SEE 4) DEFLECiION LIMIT OF L/120 USED (PER TABLE 1610.1 OF 2001 FBC) Z i50C 2q �'� o`
? �4� B �6 17' 5" 16' 7" 15� 10" 15' 3" 14' 8" 14 2 13 9 I � � TABI.E) —�12 SMS @ 24" O.C. MAX 5) 75% OF Y[ELD STRESS (18,750 psi) USED IN DESIGN. Z Jg `��
� I= 5.8403 � ZO C .055" , T& B fOR 2x7 OR 6) A 1' FRONT OVERHANG HAS BEEN USED IN ABOVE TABLES. ��� ��� c g
� 17 16' 10" 16' 1" 15' S" 14' 9" 14' 3" 13' 9" 13' 4" e �nRGER, 32 O.C. UNOER o 0
' S= 1.9450 � S O B ' ��� � �� � � Z X 7. PROVIDE MIN Of 3 ALTERNATE TABLES NEEDED BEYOND 1' OVERHAN6. (LOAD IS GREATER OF ���' z o m � W
18 16' 5" 15' 8" 15' 0" 14' 4' 13' 10" 1 3 5 1 2 1 1 Z o• --� G R A V I T Y O R U P;. I F f P E R ' � w Y ���
�--- 2.0" ----� S�S PER qNY 8'
130 C 19 15' 11" 15' 3" 14' 7" 14' 0" 13' 6" 13' 0" 12' 7" S E � ON. cooE> � $�����
140 C 23 14' 6" 13' 10" 13' 3" 12' 9" 12' 3" 11' 10" 11' S" f �� g ���
26 13' 8" 13' 0" 12' S" 11' 11" 11' 6" 11' 1" 10' 9" �zo�� eox � ANGLES � m`� � �
seaM wtni r — 062", .062", EXISTING S7AUCTURE � � � � g � � » �
EAVE AND `v .093', .125' Q � 5� � F � � �
1) V E R I F Y A P P R O P R I A T E W 1 N D S P E E DS ANO EXPOSURE (Exp) WITH LOCAL MUNICIPAL]TIES CORNER ° =' � o�o• � �� . I. , ���j��
TO SELECT PROPER COLUMN TABLE FOR USE. TABLE NOT FOR USE IN HVH2 AREAS. SNaa � � �' I � M U LTIPLE CARRY w
2) COLUMN SPACING IS HALF OF SPACING TO LEFT PLUS HALF OF SPACING TO RIGHT OF rv OEPTM AS < �
? COPYRIGHT 2W/ FRANK L. BENNARDO P.E
COLUMN (AVERAGE COLUMN SPACING) ,oas" "' �(2 �MlN.) SQUARE o B EA M TA B LE U S E
` THIS TABLE NOT FOR USE WITH KNEEBRACES OR RIGtD FRAME CONSTRUCTION. SEE 1 — � i TUBE ,� J MID-R F A Y BE M � 04-014-0000
CIAL ENGINEERING BY THE UNDERSIGNED ENGINEER ONLY FOR SPECIAL CONDITIONS. i x 2 oaErv I --� i z•, 4- D E FI N ED : F- PAGE SCAIE:
OLUMNS TO BE LATERALLY SUPPORTED EVERY 8' MAX BY 2 X 2 CHAIR RAIL MIN. sr+av • 0 1 �
�EFLECTION LIMIT OF L/ 60 USED (PER TABLE 1610.1 OF 2001 FBC .oas° " � DESCRIPTION:
) str<: z x s x.o9a�
6) IESSER OF 75 % OF YIELD STRE55 (18,750 psi) OR ALUMINUM ASSOC. ALLOWABLE �' FOR NON•SNA� & COMPOSII'E BOX BEqM 1NTERMED. CARRY END CARRY BEAM ry z
T ENSILE/COMPRESSIVE STRE55 OF 15,000 psi DIVIDED BY I=0.77 (19,480 PSI) (SEE 7ABlE CONNECTIONS, USE Y 10 X 2' (r10T S}{OWN BEAM ROOF C�EAR ROOF CLEAR SPAN J N
1606 OF 2001 FBC) � Z• � SMS f� 16" O.C. � SPAN (MID-ROOF (ROOF END CASE OR x
CASE) = Ll sttvc�e sPAru RooF� = ROOF END C RRY BE M W �
� �
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GONTINUOUS STRIP O WIND s
GONTINUOUS STf�IP FOOTING TYPE: Gt`IERAL NOTES:
vK�b vt� wrw e�ixo eNr.Mat� le�l
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A FOOriNG DErAiL VELOCITY AOJ A B C D E F GOOO ' ° '""°°°~'
FLCRIDd BU��D�� CCDE FOR USE WIT�-I 4LUMINUM ENG�OSURES
ALUy�NUN dEXPOSURE TYPE UPLIFT FT IN FT IN FT IN FT IN FT IN FT IN WiTN SGRE_N OR EL�TE ALW'9�NUM F20CF 5�'StEhtS ONL�'.
A�U41NU4 •• ALjER4TIQN5. 11D D� T � O N S. � J I G N L I G N T I N G, O R O TH E R " d R 1 G I N C s OCT
E N C� O SURE �NCMOR ENC�oSUaE 1106 SCREEN ROOF 13.5 39 6 50 0 50 0 9 10 22 2 29 7
COlU4N PEft G'IBERMESN CONC GONNECiIpN COLUNN PEA
WCMOR CONNECtION �ER SEV�p�tE PER NASTER ELITE OPEfV S SCREEN e TO THIS DOCIJi`1ENT ARE NOT PERMITTED AtVD INV4L104'_ pUR
MASTEA PIJ� SMEET ENCINEERING NI%TURE. 0.�7. PER PUN SNEET SEP��IE �S �O O �O � O 3O O 8 �O ZO O 26 O '
Cue�C r�a0 (oa 6.6 ENGitiEERiNG p GERTIFIG�TI�tV.
fA57ENEQ$ TO BE 3� N�N ` - 10/t0 Wfl0E0 'MK7E fASiENERS �p ROOF: PART ENCL 22,5 23 p �O O �� � 5 � � � 4 � 7 9
��EpR FRO�1 SUB iACE 4ESM BE 3� N�N. )� COLUNN OUTSIOE FACE
z � C�EM �r+ON \ i0 SUB EOGE ENCL �9,5 27 4 30 • Q 3Q Q s �� �� 4 2� 6 QL� FOOiING DE5IGNED TO BEAR ON COrIP4GTED SCiL. WITN 4
� SuB F�CE MINIMUM $OI� BE.QRING PRESSURE OF 1,000 PSF, B45c'.� ON d
� a
z � ZD 6 SCREEN ROOF 13.5 3� 0 3 � � 3� � 9 � 0 22 2 z9 7 `��L C�Rt�FICATION BY OTHERS.
,� • 4" A11N. 5(q8 ON ��� p5 CON�INUOUS • � O • � ELiTE OPEN b SCREEN �$ 29 ] 3O O 3O O 7 4 16 S 22 2 �,,. �LOOR SLt�B SNALL BE A 4' GONGRETE SLd.E GN WELL
� •' i/i SLOPE CONP4CTEO SO1L 8aR CENtEREO �r _ GC�'"PAGTeD FILL �D REINFORGED WITH 6 x 6- WIa;cWld WWF. W \ �_ N
ecrroM c� roor�NC Mroo�e �m��.� use ' ROOF: PART ENCL 28.5 18 8 24 6 28 O 4 8 1 O 6 14 O CR i. FIBEF�t"IESia OvER vAPOR BQRR�ER ON 6' MIN. GR.GNUL�+R a- (�! � 'f ��
/5 CONTINUCUS BAR CEP(TEREO \ j�' l.pP SPUCE • � c ` m �
Ai MIOOLE (m�n.J U�E .76� tAP � � ` TQ BE 6� MIN AS dEEDED 4 BOTTOM OF FQOT�NG ENCL ZQ ZZ � �� � 3O O 5 L � 2 6 � 6 8 FI�L (U.ONJ. LdP AI.L� MESFI 4 MItVIMUh1 OF 2 FULL SQU�IRES. ��j � O
SPUCE MIN n5 NEEOED ap0 i2" � BE;CW GRaOE '�� i0 8E 6' W cv U
� 2�� CORNER BaRS 1306 SCREEN ROOF 13.5 39 6 50 0 50 0 9 10 22 2 29 7 � W ='� V
p5 CORr+ER gnRS ni CORr+ERS Q BE�Ow GanOE
PER nCi SPECS U �IN H MIN ELITE OPEN 3 SCREEN 2� 25 4 30 O 30 O 6 4 14 3 19 O ���NFORGING FOR SLAB ON GRdDE SHALL BE SUPPGR'�D BY [� Z �� m�
PREC45T GONGRETE GUBES. BRICK OR CHAIRS DESIG`=D FOR �
CON7INUGUS STRI� C, � CONTINUCUS STRIP O ROOF: PAi2T ENC� 33 16 1 21 2 24 2 4 0 9 1 12 � Ed."'iT41 BcqRINCs AT A MAXIMUhi 4' O.G. IN E4GN Dl�c_CTION. �� = J^ z w
ENCL 2$_5 �$ $ 2�} 6 2$ Q 4 S �0 6 l4 � DEP7N OF SUPPORT 54ALL PROvIDE FOR 3/4' TOP GOV_� TO Q Z Ill u- ��?
R�INFpRGING U.ON. Z � W �
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coNrvECrioN PROv10E � CsRID OF S�WCUT GONTROL JOIN75 AT Ev���' 3O'-0'.
PER MaS�Ea al,UA1INUMENCLOSURE ELITE OPEN 3 SCREEN 25.5 20 10 27 5 30 0 5 2 11 9 15 8 W �J � Q? m
�1LUMiN�N PUN SMEE� COLUMN PE� SEPARATE CONSTRUCTION JOINTS SH4LL BE LOGATEO AS REQU�F'cE� B'�' � F-- � �1t LL
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ENC L O S UN E FASTENERSTO ENCINEER�NC ROOF: PARTENCL .39 �3 � �7 �� LO B .3 J 7 H �O J � Q� 0
ANCMOR CONNECTION PER COLU4N PER PIBERMESH CONC BE 3� MW. ]- COI,UMN OUTSIOE FACE GONGrZETE PLACEMEHT.
MASiER v�qn SNEEr SEPnaarE MIXTURE. O.�Z PER C�EaFt FROM TO StAB EDCE / /�LL GONGRETE WORK 5414LL CONFORJ"1 TO ALL REQU�R_M�NTS � �"" �/ � (jf Z
�ASTENEAS TO BE S� NIN. � ENGiNEERING ENCL 33 � 6 � 2 � 2 Z'! 2 4 O 9 � � 2 � � �
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z MES "� � � ELITE OPEN R SCREEN 39 13 8 17 11 20 6 3 5 7 8 10 3 Q MIX DE��CsNED IN AGGORDdNCE WITN 457M G94-g6�, dND AS Z c� Z U ���
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� •�� 41N. $U8 ON M'Q Z�' ua sauce TuE INSPEGTOR UPON REUt1EST. NO W47ER TO BE ADGED yL U '�t (Il �� w .
N • Z/� SI�PE CO�ACSED 504 uiN �5 NEE�ED k ,�---.-� eorrou Ov �ooriNC r0 BE ENCL 54 9 �O � 2 � 1 'I4 9 2 5 5 6 � 4 AFTER TRUGK �EQ`/ES PIANT WITHOU7 APPROVA� OF ENGINEER �
� I�� CORNER BARS �z urc� eE�ow ca�oE �§OC SCREEN ROOF 13.5 3O O 3O O 3O O 9 �O ZZ 2 29 7 OR PLANT ENGINEER +°LANT CONTROL IS REQUIRED. MAXIMUM
(2) AS ConnNUOUS e�a • \ BonoM o� roorir,c � 2� MIN MIX TIME AT POWT OF DEPO5IT IS 90 MINUTES.
CENTERED �7 r,�iDOIE (m�n.) �� - � y ` BEIOw GRapE ELITE OPEN 3 SCREEN 54 J �O �2 � � �4 9 �L 5 5 6 7 4 ALL REINFORGEMENT SHALL BE DEFORMED BARS OF
USE 76� UP SPLICE WN t�' ROOF: PART ENCL J4.S S 7 � 4 8 5 � 4 3 2 4 2 INTER!'tEDtAtE GRADE NEW BfLLET 5TEEL GGNPORt`IING r0
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CORNER BARS Ai COfMERS
vER �C� SvECS ' ENCL 6�.5 7 �O �O �{ � � �O � 'I'I 4 5 �J � � GURRENT REQU�REMEN75 OF ASTM A6I5, GRADE 60 lU.ON.J,
WT/FT OF EACH FOOTING TYPE. LB: 266 3SO 4OO 66 � SO ZOO F�E FROr1 OIL. LOOSc SGALE .�D LOOSE RUST AND BENT,
CONTINl:0U5 5TRIP LAPPED, PLACED. SUPPORTED sWD FASTENED ACCOFcDING TO
FOOTINCs DETA�L GO GONifNU0U5 STRIP
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FpOTING DETAIL 1 ' *I G GODE REQU�REMENTS POR REINFORGED GCNGRETE' IAGI 318).
ANC�aR N.UMINUM QTI"tE� DESI�N I'VOT��I: � SaOP DRAWINGS SudLL BE SUBFIITTED FOR REvIEW.
uUUiHUU 6.6 - i0/t0 wElDEO vnrtE CONNECTiON ENClOSURE
ENClOSURE �IESH - AOD ZND ROW PER NASTER COLUMN PER
CoIUNN aEa Bp�K S0� �NiO Sl.AB. O�ilpllAL aUN SHEEt SEVaantE TABLES GAN ALSO Bc UScD lU!TI-1 INTERMEDIATE GARRY BEAI`i. USE WELDED WIRE MESu 5�4LL CGNFORM TO 45TM AIB� (�0,'1JaO P51
WCHOR CONNECTI�fJ pER SEpAqATE ��BERIAESM CONC NIXNRE. O.tE caSiEHERS TO ENCwEERiNG MINII`1UM1. 4LL WELDEG WIRE FABRIG SNGLL BE LAPPED TWO PULL
ENCINE�RING oER �UB�C YARO �H wo�r�a+ TOTAL ROOF SPAN WNEN SOL`: INCz FOR INTERMEDfATE FOOTING a SPAN
MASiER P�aN SNEei � BE 3" Mw. MES�-1 PMJELS AT ENpS AND SIDES dND TIcD .SEGURELY, UN.O. �
ASTENERS TO BE 3" 4nN. � i0 �r LFi�ST (i� aow wwr aEAa caou � - co�uMr+ oursiae c.,ce FROM GARRY BEAM TO E�1D C�` ENGLOSURc FOR OUTE� FOOTINCs. REINFORCING STEEL GOVERACsE SNAI.L BE A5 FCLLOwS. lSEE 4GI �
CLEAR FROU SLAB fi�CE TO OBinw iaBlE vnWES SlAB �nCE TO SIAB EDCE
z 3�8. SECTION � 1, FOR GONDITIONS NOT NOTEO.1
a FCiQTINCs: 3' BOTTpM, �' TCP
; WORK NAS BEE�! DESIG-NcD =�rIALL BE IN AGCORDANGE UJITN TNE 2mml
SLABS ON SMOOT�-1, LEvEL SURF4Gc � Y�'
� �° ' , ' cz� Ms o• �� . � c� FLORIDA BUILDINCs GODE. UP��FT PRESSURES NAVE BCEN G.4LGULAT�D QLLOW 3 OdYS GuRE nME BcrORE �NSr4LLWG aNCuCRS INro
♦� NIN $(�18 ON 'N[�l ��NiINUOUS B�S � � C
N '�o z/� s�oae �oMa�CrEO 50� TpP � B01T04. � USINGs ASGE �1-98 FOR 2amSCrrT. ROOF AREA MRN =15' IrfONOSLOPE ROOF. GCNGe..TE.
• k� tRavSVERSE Boirou oF T�»c5c T4gL°_5 REPRESENT EMPIRIGdL UPLIFi CGLGULdTIONS
(2) AS CONTINUOUS BAR To eonoM sTeE� �ooT�N� ExTERIOR ZOrIE 2 PR�SSUR�� U1ERE aL50 GONSiDERED IN DESiGN FOR FOR FOOTING SIZE5 B45ED ON ST4ND.�RD WEI�HT (15EPGF1
� ��_ _� � Botto� o� Foorwc �---�-� GONGR.. E.
CENiEREO AY MIOO�E ro BE 6'� �6' O.G USE 2�' G TO BE �z' M�� 3m' WORST GASE SPAN. DE51G��i DL=Ir�'-5r=. IMPORTANGE FAGTOR FOR �r tuE7" NEGIEGT TuE BENEFIT OF SKIN FRIGT�ON �WD
USE 36' tnv SPUCE MIN � SPUCE MW � V BELOw GAaOE
AS NEEDEO aD0 i2' /5 � 6�� BELOw GRaDE OTHEQ BENEFITI4L SURCHARGE LOQ��VCs. NO W4RRGNTY,
CORNER BARS AT CORNfiiS - AS CORNER BAe�S SGREEN ROOF. OPEN s PA�T ENCL= m.��, ENGL= I.@. F.S. ACzAINST Ur''-LFIT cXP.RE55c� OR IMPL�ED, IS GONTANICD HERE�N AS TO 4NY
�ER �c� sPecs = 1.5 WEr�E USED FOR A CADJ) UPL�FT WEIGNT ir��or�aripni oruER ruarv ruar wuiGN i5 PuBLiSu'eD �=_�°_iN.
CONNECT(ON �o �Sc vaLUES �N fSOLATED PAD FOOTINC-� SIZINCz TABLE �'%�D FOOTINCz DESCfziPTIJNS: PAD FOOTING DETA!�
,� - �
4° TNICK SLA� L ROOF SPAN /AVG COLUMN SPACING >
WIND ADJ 0-10' 1Q'-20' 20'-30 A- 24 x 24° x �d' i
VELOCITY& TYPE UPLIFT 6 8 12 6 8 12 6 8 12 DE�°- TOTAL WT=
riOT�: LSc OF T:a15 OPTION IS AT T�+� � � ' ' . ' ' ' ' '
DISGRE710N Gr TuE 4PP�OvING- ���IO CZJ �� aA�S ALUMINUM ENGLOSUR=
au�� DIhG D^OAR7i'I'tN7. USc orv�Y v,r 110B SCREEN ROOF 13.5 A A 6 B B B B B C EAC�# lUA`' TOP � GOLUMN P �� �
APPR;Jv�p LOGATIONS. NOT v4LID FOR SOLID OPEN OR SCREEN: 15 A A B B B B B B C BO I TOM � SEPARA7E E�1GsINEcRINCs
ENCL05=� ROOM�. ANG�OR GONNEGTICN PER ` ,�� `PAR�D FOR:
124 B SCREEN ROOF 13.5 A A B B B B B B C MASrE� PLa� SNGCT I =� ITE ALUMINUM
nore: �' aF sue ra�euroar B- �j(p" �C 3�o �C 24 G�NTER COL TO P,aD GO��'Ot�iATI�N
A��JMINUM IEr+G'H USED iN �p��UlAf10N5 SOLID OPEN OR SCREEN: 18 A A B B B B B B C �
EY�LOSURE
DCEr^'- - TOTA! (gmml 421-mo82
COlU4N P�w . 130B SCREEN ROOF 13.5 A A B B B B B B C
SEa�RnTE 6.8 - i0/i0 w��DEO w�AE 1�
EuGiNEEA�NG yrSN CENtERED - OR Wi =2�mmlb l3� 5 Q / � r__ �PEv15iCN5
F•BEar�ESr+ �oN� M�xT�RE. o.�� � SOLID OPEN OR SCREEN: 21 A B B B B B B C C � � �� �� f FOOTINCs cCD �SmG 5-2-03
P�a c�e�c •.�o BA�S EAGN UJA � TOr s�� PAD
L 1406 SCREEN ROOF 13.5 A A B B B B B B C � BOTTOM °° � DESGF21P7ICN
° � SOLID OPEN OR SCREEN: 25.5 6 B B B B g g C C R�INFORGING e , �
' .' STEEI A�
140C SCREEN ROOF 13.5 A A B B B g g g C C- 4�" X 4D' X 3 0"
ANCHOR �ONNECT.CN PEa DEEP- TOTAL 51ZIPiCs� � - yG4L_: NT
MAStER PUN SMEET _
FAsreNeRS To ee �• M�N. SOLID OPEN OR SCREEN: 39 B B B B C C C C C � � Y:
tt�+ a c R O y s u a F A� E I i J T= 5 5 1 2 1 b C 4) " � j B, L�, Q � j 5 E E P A D �
�.�'10C+ SCREEN ROOF 13 .5 B B C C L' Ci C C X EAGN WAY TOP � FOOTING �-. _: '
SOLID OPEN OR SCREEN: 54 C C C C C C X X X BOTTOM DESGRIPTION �oB •: �dms.
SNEET:
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SCREENCO NORTH irvc. NORTH �INC.
- -- -- ----- ---- ------ : " 3608 E, INDUSTRIAL WAY
FILE W MURPHY 20X62.pe RIVIERA BEACH, FL 33404
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COUNTY: B C56ll 840-3300
' ADDRESS: �
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B. PA99W09, PE /90701
940 UGFRHOi13L DR
NORTH PAL1( HLACE� FL 33�08
PK (681) 622-26�4
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