HomeMy WebLinkAboutPHOTOVOLTAIC MODULE GENERAL NOTES PHOTOVOLTAIC MODULE GENERAL NOTES: THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY MILADY OF T
O'NEAL,PEON THE DATE ADJACENT TO THE SEAL PRINTED COPIESES OF THIS
DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE 7th ED. &ASCE 7-16
MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES 1X11111111, BOMRDSUITE
\` Digitally signed 400 SEMINOLE FL 33777,USA$A.. 300BRYANDAIRY
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER NDS 2012 l�%Cote ' CONTACT: 7275714141
( ) �` Qy••'�,�GENS LICENSE#AEC-07807
AND ATTACHMENT MANUFACTURER REQUIREMENTS. ALL BOLT CAPACITIES ARE F ~ = by Mindy Nicole
��•.' F S-5-N CLAMPS : 118
BASED ON A METAL ROOF WITH WOOD DECK AS EMBEDMENT MATERIAL. _ cS: No 69779 :9< = Q RAIL LIGHT: 28
=* *=. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE - -
O'NealO Q MOUNT END CLAMP: 32
RESIDENTIAL ROOFS, CONSIDERING FROM A 7° TO A MAXIMUM 27° (2/12 TO A =� �� Q MOUNT MID CLAMP: 52
p STATE OF 4!/; Date. 2021 .1 1 .1 7 LORD&LAWRENCE
MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT ����(. '•F�ORIDP. ' ��� Q MOUNT GROUND LUG :8
EXCEED 30'-0" MEAN ROOF HEIGHT. /SSioNA�ECG` I ' HANWHA Q.PEAK DUO BLK-G8 340W: 34 : CONSULTING ENGINEERS
/�//111111111\ 21 .30.16 -05 00 ENPHASE IQ7PLUS-72-2-US: 34 CONTACT:(561)4448192
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511. 5700 LAKE WORTH ROAD SUITE 211
60A FUSED AC DISCONNECT: 1 GREENACRES,FL 33463,USA
5. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO FLORIDA REGISTRY#33809
MANUFACTURERS' MANUAL FOR ALL ARCHITECTURAL, MECHANICAL,
ELECTRICAL, AND SOLAR SPECS.
6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS
OTHERWISE NOTED. Ld
7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. U
8. ALL RAILING AND MODULES SHALL BE INSTALLED PER w
MANUFACTURERS' INSTRUCTIONS. 0-
9. 1 CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE (D � D
WITH FBC:BUILDING CHAPTER 16 AND FBC:RESIDENTIAL CHAPTER 3. (D O
BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED00
WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS. M
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DATE 09/11/2021
RAFTERS DESIGNER CAN
REVIEWER
SHEET NAME
STRUCTURAL
ATTACHMENT
STRUCTURAL ATTACHMENT DETAILS DETAILS
SHEET NUMBER
S-02