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CERTIFlED BY :
�ptS J. SZF��
No. `� s
10608543
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FOURTH FLOOR FRAMING LAYOl1T IS A �RAWING
PROVI�E� TO SCE ON JANUARY i6, 2�20. SCE
IS NOT RESPONSIBLE FOR 7HE EVAWATION,
�ESIGN, OR ANALYSIS OF THE 7RUSSES OR
THE BUILT S7RUCTURE TO ASSURE IT IS
CAPABLE OF SUPPORTWG THE PERGOLA�
47H FLOOR FRAIAING REFERENCED
FROM SHEET Sfi-104 BY WOOLPERT,
��c onTeo oz/m/i9 (�n�sT nsi
k3 DAIED OB/30/2019 )
PERGOLA BASE CONNECTION PLAN
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PLAN NOTES
1. SEE GENERAL NOTES AND TYPICAL �ETAILS ON DRAWING 52 FOR A��ITIONAL INFORMATION.
2. SEE DRAWINGS AS PREPARED BY iHE SMART PERGOLA AND ARCADIA FOR ADDIiIONAL
INFORMATION.
3. FlEL� VERIFY ALL DIIAENSIONS ID E%ISTING COMPONENTS PRIOR ID FABRICATING NEW
MAIERIALS. NO71FY 7HE ENGMEER OF ANY DISCREPANQES BEFORE PROCEEDING IN 7HE
AREA IN QUESTION.
q. DESIGN OF OPEN INEB STEEL JOIS7S IS RESPONSIBILITY OF O7HER5. FIEID VERIFY ALL
PERGOLA COWMNS CONNECT TO JOIST PANEL POINTS. NOTIFY 1HE ENGINEER OF ANY
DISCREPANCIES BEFORE PROCEEDING IN iHE AREA OF OUES710N.
5. FlEL� VERIFY NEW PERGOLA LOCATION lH7H RESPECT TO EXISTING BUIL�WG GRIDLWES.
NOPFY 7HE ENGMEER OF ANY �ISCREPANCIES.
GENERAL NOTES
GENERAL
1. THE CON7RACTOR SHALL �ERIFY ALL DIMENSIONS AND SITE CONDI110NS AND NOTIFY THE ENGINEER OF ANY
OISCREPANQES PRIOR TO PROCEEDING W17H 7HE WORK.
2 THE ARCHIiECTURAL AND/OR PERGOLA DRAWINGS BY OiHERS SHALL BE REFERENCED FOR ALL DIMENSIONS NOT SHOWN
INCLU�ING SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, PAR7IilON WALLS, DEPRESSED SLAB AREAS, FLOOR
AN� ROOF OPENINGS, SLEEVES, CURBS ETC.
3. THE STRUCTURAL DRAWINGS ARE NOT TO BE SCALED PoR THE DETERMINA710N OF QUANTITIES, LENGTHS OF FlT OR
MATERIALS.
4. THE CONTRACi STRUCTURAL DRAWINGS AND SPECIFICAiIONS REPRESENi THE FINISHED STRUCNRE. UNLESS NOIED
OTHERWISE, THEY DO NOT INDICATE iHE METHOD OF CONSiRUCTION. THE CONiRACiOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND ALL O7HER PERSONS DURING CONSTRUCTION.
5. THE CON7RACTOR SHALL PROVI�E TEMPORARY ERECTION BRAQNG AN� SHORING OF ALL S7RUCIURAL WORK AS REQUIRED
FOR 7HE STABILITY OF 7HE SiRUC7URE �URING ALL PHASES OF CONS7RUCTION.
6. ANY DEVIATION FROM, ADDIiION T0, SUBSTITUTION FOR, OR MODIFlCATION TO iHE STRUCTURE OR ANY PART OF hiE
STRUCNRE SHOWN ON THESE DRAWINGS SHALL BE SUBA�ITiED IN WRITING i0 THE STRUCTURAL ENGMEER OF RECORD FOR
REVIEW.
EXIS7ING CONSTRUC710N
1. VERIFY ALL EXIS7ING DIMENSIONS, ELEVATIONS AND CONDIPONS BEFORE PROCEEDING W17H NEW CONSIRUCTION. NOTIFY
THE ENGMEER OF ANY DISCREPANqES BEFORE PROCEEDING W1TH WORK IN THE AREA UNDER QUESTION.
2. PREVENT UNDERMINING OF THE FOUNDATIONS OF E%ISTING STRUCTURES, AS REQUIRE�, TAKING PROTECTIVE MEASURES TO
PREVENT DAA�AGE TO iHE ENISTING BUILDING.
3. THE E%ISiING BUILDING HAS NOT BEEN EVAWATE� TO DETERMWE COMPLIANCE YATH THE CURRENT BUILDING CODE.
STRUCTURAL ALUMINUM
I. STRUCNRAL ALUMINUM CONSTRUC710N SHALL CONFORM TO THE ALUMINUM ASSOCIAlION ALUMINUM DESIGN MANUAL:
PART 1-A SPECIFICATION FOR AWMINUM STRUCNRES.
2 ALL S7RUCTURAL AWMINUM COMPONENTS SHALL BE PROVI�E� IN THE FOLLOWING GRAOES: 6463-Tfi
SOUARE AND RECTANGULAR TUBES, ANGLES, BARS, CHANNELS AND PLATES
3. MECHANICAL CONNECTIONS TO USE STAMLESS S7EEL SCREWS OF THE SIZE IN�ICATE� ON THE DRAWINGS. ALL STAMLESS
STEEL SCREWS TO HAVE A MINIMUM UL7IMATE STRENGTH OF: Fu = 90ksi.
4. WHERE AWMINUM IS IN CONTACT WITH OR FASTENE� TO 7HE DISSIMILAR MATERIALS, �IRECT CONTACT BETWEEN THE
AWMNUM AN� OTHER MATERIAL SHALL BE PREVENTED AS SPEGFIED IN AWMINUM �ESIGN MANUAL 2012 PART 1:
SPECIFICATION fOR AWMINUM STRUCTURES - SECTIONS M7.1 7HROUGH M73 OR BY PLACING A COMPATIBLE, NONPOROUS
ISOLATOR BETWEEN THE AWMINUM AN� OTHER MATERIAL.
5. CUTTING OR BORNING OF HOLES, NOTCHES OR O7HER PENETRAiIONS IN ALUMINUTA SHALL NOT BE ALLOWED WITHOUT 7HE
APPROVAL OF THE ENGWEER, UNLESS NOTEO OR SHOWN ON 7HE �RAWWGS.
DESIGN DATA
W1ND LOADS:
BASIC WIN� SPEED fl5 MPH
IMPORTANCE FACiOR 1.0
EXPOSURE C
BUILDING CATEGORY II
VELOCITY PRESSURE 32.5 psf
GCpi t 0.18
SNOW LOADS:
GROUND SNOW LOAD Pg = 20 PSF
FLAT-ROOF SNOW LOA� P( = 20 PSF
SNOW EkPOSURE FACTOR Ce = 1.0
SNOW LOAD IMPORTANCE FACTOR Is = 1.0
THERMAL FACTOR Cl = L2
RELEA5E0 FOR CONSTRIICTI�N
Su6ject�o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 06�04�20
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PERGOLA ROOF FRAMING PLAN
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PLAN NOTES
1. SEE GENERAL NOTES AN� TWICAL DETAILS ON DRAWING 52 FOR ADDIiIONAL MFORIAAPON.
2. SEE DRAWWGS AS PREPAREO BY 1HE SIAART PERGOLA AND ARCADIA FOR ADDIPONAL
INFORMAPON.
3. FlELD VERIFY ALL �IMENSIONS TO E%ISTING COMPONENTS PRIOR TO FABRICA➢NG NEW
MATERIALS. NOTIFY THE ENGINEER OF ANY �ISCREPANCIES BEFORE PROCEEDING IN 1HE
AREA IN QUESTION.
4. PROVIDE SPLICE PER TYPICAL SPLICE CONNEC710N AN� PRONDE TWICAL BEAM OVER
COWMN CONNECiION.
5. PROVIDE 6x2x1/8 ALUMINUTA BRACE TO BE CENTERED BELOW ALUMINUTA BEAIA.
6. PROVI�E AOEQUAIE STU�S FOR AWM. LEOGER BM. FOR W00� SCREWS. SEE DETAIL A ON
SHEET S1 AN� SECTION 5 ON SHEET 52.
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DRAWN HY � ➢ESIGNE➢ BY �
AM AM
CHECKEO BY : DATE �
SJS 3-16-2020
SCE JOB N0. SLALE
20026 AS NOTED
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SHEET NUMBER
S1